Agenda, first session — Calimesa City Council, August 21, 2023 (part 4 of 9)

S-GRAPH: VALLEY=100.0%;FOOTHILL= 0.0%;MOUNTAIN= 0.0%;DESERT= 0.0% Tc(HR) = 0.46; LAG(HR) = 0.37
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) USING: F = Fp(1.0 - 0.9Ai) = 0.16 LOW LOSS RATE PERCENT(DECIMAL) = 0.85 TOTAL AREA(ACRES) = 823.0 COUNTY OF RIVERSIDE DEPTH-AREA FACTORS USED WITH AMC III CONDITION.

LONGEST FLOWPATH FROM NODE 1806.00 TO NODE 99.00 = 16537.00 FEET.

EQUIVALENT BASIN FACTOR (VERSUS Lca/L RATIO) APPROXIMATIONS:

Lca/L=0.3,n=.0265;Lca/L=0.4,n=.0238;Lca/L=0.5,n=.0219;Lca/L=0.6,n=.0204 RAINFALL(INCH): 3H= 2.25 for 5-MINUTE PERIOD
TIME OF PEAK FLOW(HR) = 2.75 RUNOFF VOLUME(AF) = 120.32 UNIT-HYDROGRAPH PEAK FLOW RATES(CFS):
3H-STORM = 1046.90
TOTAL AREA(ACRES) = 823.0 PROGRAM PEAK FLOW(CFS) = 1051.48 TC(MIN.) = 27.50
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
**************************************************************************** FLOW PROCESS FROM NODE 99.00 TO NODE 99.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.073
SUBAREA Tc AND LOSS RATE DATA(AMC III):

DEVELOPMENT TYPE/ SCS SOIL AREA Runoff SCS
LAND USE GROUP (ACRES) Coefficient CN
COMMERCIAL D 0.30 0.8841 75
SUBAREA AREA(ACRES) = 0.30
UNIT-HYDROGRAPH DATA:

S-GRAPH: VALLEY=100.0%;FOOTHILL= 0.0%;MOUNTAIN= 0.0%;DESERT= 0.0% Tc(HR) = 0.46; LAG(HR) = 0.37
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) USING: F = Fp(1.0 - 0.9Ai) = 0.16 LOW LOSS RATE PERCENT(DECIMAL) = 0.85 TOTAL AREA(ACRES) = 823.3 COUNTY OF RIVERSIDE DEPTH-AREA FACTORS USED WITH AMC III CONDITION.

LONGEST FLOWPATH FROM NODE 1806.00 TO NODE 99.00 = 16537.00 FEET.

EQUIVALENT BASIN FACTOR (VERSUS Lca/L RATIO) APPROXIMATIONS:

TOTAL AREA(ACRES) = 823.3 TC(MIN.) = 27.50
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.16
Date: 4/17/2018 File Name: CCUH3HE Page: 118
LOW LOSS RATE PERCENT(DECIMAL) = 0.85
PEAK FLOW RATE(CFS) = 1051.48
============================================================================ ============================================================================

END OF INTEGRATED RATIONAL/UNIT-HYDROGRAPH METHOD ANALYSIS Date: 4/17/2018 File Name: CCUH3HE Page: 119
APPENDIX B.2

CALIMESA CHANNEL HYDROLOGY

ULTIMATE CONDITION WITH FLOW SPLIT

SYNTETIC UNIT HYDROGRAPH METHOD
Date: 4/17/2018 File Name: CCRRT4 Page: 1
____________________________________________________________________________ ****************************************************************************

F L O O D R O U T I N G A N A L Y S I S

ACCORDING TO RIVERSIDE COUNTY FLOOD CONTORL AND WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL
(c) Copyright 1989-2016 Advanced Engineering Software (aes) (Synthetic Unit Hydrograph Version 23.0)
Release Date: 07/01/2016 License ID 1670
Analysis prepared by:

TKE Engineering, Inc.
2305 Chicago Ave.

Riverside, Ca. 92507

************************** DESCRIPTION OF STUDY ************************** * FLOW ROUTING WITH 53.1 AC-FT RETARDING BASIN - 2-42IN RCP OUTLET * * INCLUDES 90/10 FLOW SPLIT AT NODE 994 *
* *
************************************************************************** FILE NAME: CCRRT4.DAT
TIME/DATE OF STUDY: 09:36 04/13/2018
**************************************************************************** FLOW PROCESS FROM NODE 107.00 TO NODE 107.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERCOURSE LENGTH = 11398.000 FEET
LENGTH FROM CONCENTRATION POINT TO CENTROID = 4724.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 384.000 FEET
BASIN FACTOR = 0.025
WATERSHED AREA = 591.100 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
WATERCOURSE "LAG" TIME = 0.288 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

VALLEY S-GRAPH SELECTED
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.162
LOW SOIL-LOSS RATE PERCENT(DECIMAL) = 0.500
USER-ENTERED RAINFALL = 2.25 INCHES
RCFC&WCD 3-Hour Storm (5-Minute period) SELECTED
RCFC&WCD DEPTH-AREA ADJUSTMENT FACTOR(PLATE E-5.8) = 0.9977 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG-TIME = 28.944
============================================================================

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 2
INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 2.730 195.148
2 12.324 685.851
3 29.998 1263.438
4 50.257 1448.231
5 63.405 939.943
6 71.104 550.332
7 76.269 369.261
8 80.138 276.581
9 83.186 217.857
10 85.669 177.537
11 87.692 144.576
12 89.400 122.071
13 90.875 105.449
14 92.160 91.918
15 93.248 77.735
16 94.250 71.609
17 95.105 61.175
18 95.927 58.764
19 96.533 43.327
20 97.095 40.172
21 97.658 40.183
22 98.079 30.139
23 98.289 14.992
24 98.497 14.857
25 98.704 14.838
26 98.912 14.857
27 99.120 14.858
28 99.328 14.857
29 99.536 14.857
30 99.743 14.857
31 99.951 14.857
32 100.000 3.486
Date: 4/17/2018 File Name: CCRRT4 Page: 3
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0135 0.0157
2 0.0292 0.0135 0.0157
3 0.0247 0.0123 0.0123
4 0.0337 0.0135 0.0202
5 0.0337 0.0135 0.0202
6 0.0404 0.0135 0.0269
7 0.0337 0.0135 0.0202
8 0.0404 0.0135 0.0269
9 0.0404 0.0135 0.0269
10 0.0337 0.0135 0.0202
11 0.0359 0.0135 0.0224
12 0.0404 0.0135 0.0269
13 0.0494 0.0135 0.0359
14 0.0494 0.0135 0.0359
15 0.0494 0.0135 0.0359
16 0.0449 0.0135 0.0314
17 0.0584 0.0135 0.0449
18 0.0606 0.0135 0.0471
19 0.0539 0.0135 0.0404
20 0.0606 0.0135 0.0471
21 0.0741 0.0135 0.0606
22 0.0696 0.0135 0.0561
23 0.0651 0.0135 0.0516
24 0.0673 0.0135 0.0538
25 0.0696 0.0135 0.0561
26 0.0943 0.0135 0.0808
27 0.1122 0.0135 0.0987
28 0.0786 0.0135 0.0651
29 0.1526 0.0135 0.1391
30 0.1639 0.0135 0.1504
31 0.1841 0.0135 0.1706
32 0.1324 0.0135 0.1189
33 0.0449 0.0135 0.0314
34 0.0404 0.0135 0.0269
35 0.0404 0.0135 0.0269
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.24
TOTAL SOIL-LOSS(INCHES) = 0.48
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.77
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 23.5634
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 86.9650
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 4
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 225.0 450.0 675.0 900.0
----------------------------------------------------------------------------

0.083 0.0211 3.06 Q . . . .

0.167 0.1162 13.81 Q . . . .

0.250 0.3432 32.96 VQ . . . .

0.333 0.7213 54.90 V Q . . . .

0.417 1.2089 70.79 V Q . . . .

0.500 1.7997 85.79 V Q . . . .

0.583 2.5096 103.08 .V Q . . . .

0.667 3.3232 118.13 .V Q . . . .

0.750 4.2218 130.48 .V Q . . . .

0.833 5.1791 139.00 . V Q . . . .

0.917 6.1823 145.65 . V Q . . . .

1.000 7.1995 147.70 . V Q . . . .

1.083 8.2411 151.25 . V Q . . . .

1.167 9.3724 164.26 . V Q . . . .

1.250 10.6391 183.92 . V Q . . . .

1.333 12.0296 201.91 . V Q . . . .

1.417 13.5021 213.79 . V Q. . . .

1.500 15.0565 225.70 . V Q . . .

1.583 16.7236 242.06 . V Q . . .

1.667 18.5231 261.29 . V .Q . . .

1.750 20.4325 277.25 . V. Q . . .

1.833 22.4654 295.17 . V Q . . .

1.917 24.6621 318.96 . .V Q . . .

2.000 26.9924 338.36 . . V Q . . .

2.083 29.3798 346.65 . . V Q . . .

2.167 31.8378 356.90 . . VQ . . .

2.250 34.4905 385.17 . . V Q . . .

2.333 37.4523 430.06 . . V Q. . .

2.417 40.7988 485.90 . . V .Q . .

2.500 44.5868 550.03 . . V Q . .

2.583 48.9979 640.49 . . . V Q . .

2.667 54.2050 756.07 . . . V . Q .

2.750 59.8003 812.44 . . . V . Q .

2.833 65.0824 766.97 . . . V. Q .

2.917 69.4326 631.64 . . . Q .V .

3.000 72.7611 483.31 . . .Q . V .

3.083 75.3689 378.65 . . Q . . V .

3.167 77.4312 299.44 . . Q . . V .

3.250 79.0191 230.55 . Q . . V .

3.333 80.2570 179.75 . Q . . . V .

3.417 81.2620 145.93 . Q . . . V .

3.500 82.1028 122.08 . Q . . . V .

3.583 82.8171 103.71 . Q . . . V .

3.667 83.4310 89.15 . Q . . . V .

3.750 83.9590 76.66 . Q . . . V .

3.833 84.4211 67.10 . Q . . . V .

3.917 84.8227 58.31 . Q . . . V.

4.000 85.1672 50.01 . Q . . . V.

4.083 85.4619 42.80 .Q . . . V.

4.167 85.7153 36.79 .Q . . . V.

4.250 85.9305 31.25 .Q . . . V.

4.333 86.1078 25.74 .Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 5

4.417 86.2494 20.57 Q . . . V.

4.500 86.3697 17.46 Q . . . V.

4.583 86.4791 15.89 Q . . . V.

4.667 86.5781 14.38 Q . . . V.

4.750 86.6662 12.79 Q . . . V.

4.833 86.7439 11.28 Q . . . V.

4.917 86.8141 10.19 Q . . . V.

5.000 86.8718 8.39 Q . . . V.

5.083 86.9145 6.19 Q . . . V.

5.167 86.9401 3.73 Q . . . V.

5.250 86.9524 1.78 Q . . . V.

5.333 86.9594 1.01 Q . . . V.

5.417 86.9634 0.59 Q . . . V.

5.500 86.9648 0.19 Q . . . V.

5.583 86.9649 0.02 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 335.0
10% 195.0
20% 135.0
30% 95.0
40% 70.0
50% 45.0
60% 30.0
70% 25.0
80% 15.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 107.00 TO NODE 1062.00 IS CODE = 5.2 ---------------------------------------------------------------------------- >>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< ============================================================================

THE MODIFIED C-ROUTING COEFFICIENT IS ESTIMATED IN ORDER TO ROUTE THE STREAM 1 INFLOW HYDROGRAPH BY 5-MINUTE
INTERVALS(Reference: the National Engineering Handbook, Hydrology, Chapter 17, page 17-52, August,1972,
U.S. Department of Commerce).

ASSUMED REGULAR CHANNEL INFORMATION:

BASEWIDTH(FT) = 4.00 CHANNEL Z = 1.50
UPSTREAM ELEVATION(FT) = 2478.00
DOWNSTREAM ELEVATION(FT) = 2475.00
CHANNEL LENGTH(FT) = 124.00 MANNING'S FACTOR = 0.015
CONSTANT LOSS RATE(CFS) = 0.00
CHANNEL ROUTING COEFFICIENT ESTIMATED:

MAXIMUM INFLOW(CFS) = 812.44
AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 617.43 CHANNEL NORMAL VELOCITY FOR Q = 617.43 CFS = 22.62 FPS
ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.930
Date: 4/17/2018 File Name: CCRRT4 Page: 6
MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE
UNIT INTERVALS IS CSTAR = 1.000
CONVEX METHOD CHANNEL ROUTING RESULTS:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 3.06 3.01 3.01

0.167 13.81 13.63 13.63

0.250 32.96 32.64 32.64

0.333 54.90 54.53 54.53

0.417 70.79 70.52 70.52

0.500 85.79 85.54 85.54

0.583 103.08 102.78 102.78

0.667 118.13 117.88 117.88

0.750 130.48 130.27 130.27

0.833 139.00 138.86 138.86

0.917 145.65 145.54 145.54

1.000 147.70 147.66 147.66

1.083 151.25 151.19 151.19

1.167 164.26 164.04 164.04

1.250 183.92 183.59 183.59

1.333 201.91 201.60 201.60

1.417 213.79 213.59 213.59

1.500 225.70 225.50 225.50

1.583 242.06 241.78 241.78

1.667 261.29 260.96 260.96

1.750 277.25 276.98 276.98

1.833 295.17 294.86 294.86

1.917 318.96 318.56 318.56

2.000 338.36 338.03 338.03

2.083 346.65 346.51 346.51

2.167 356.90 356.73 356.73

2.250 385.17 384.69 384.69

2.333 430.06 429.30 429.30

2.417 485.90 484.95 484.95

2.500 550.03 548.94 548.94

2.583 640.49 638.95 638.95

2.667 756.07 754.11 754.11

2.750 812.44 811.48 811.48

2.833 766.97 767.74 767.74

2.917 631.64 633.94 633.94

3.000 483.31 485.83 485.83

3.083 378.65 380.43 380.43

3.167 299.44 300.79 300.79

3.250 230.55 231.72 231.72

3.333 179.75 180.61 180.61

3.417 145.93 146.50 146.50

3.500 122.08 122.49 122.49

3.583 103.71 104.02 104.02

3.667 89.15 89.40 89.40

3.750 76.66 76.88 76.88

3.833 67.10 67.26 67.26

3.917 58.31 58.46 58.46

4.000 50.01 50.15 50.15

4.083 42.80 42.92 42.92

4.167 36.79 36.90 36.90

4.250 31.25 31.34 31.34

4.333 25.74 25.83 25.83

4.417 20.57 20.66 20.66

4.500 17.46 17.51 17.51
Date: 4/17/2018 File Name: CCRRT4 Page: 7

4.583 15.89 15.91 15.91

4.667 14.38 14.41 14.41

4.750 12.79 12.82 12.82

4.833 11.28 11.30 11.30

4.917 10.19 10.21 10.21

5.000 8.39 8.42 8.42

5.083 6.19 6.23 6.23

5.167 3.73 3.77 3.77

5.250 1.78 1.81 1.81

5.333 1.01 1.02 1.02

5.417 0.59 0.60 0.60

5.500 0.19 0.20 0.20

5.583 0.02 0.03 0.03
============================================================================ PROCESS SUMMARY OF STORAGE:

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 225.0 450.0 675.0 900.0
----------------------------------------------------------------------------

0.083 0.0207 3.01 Q . . . .

0.167 0.1145 13.63 Q . . . .

0.250 0.3393 32.64 VQ . . . .

0.333 0.7149 54.53 V Q . . . .

0.417 1.2006 70.52 V Q . . . .

0.500 1.7897 85.54 V Q . . . .

0.583 2.4975 102.78 .V Q . . . .

0.667 3.3093 117.88 .V Q . . . .

0.750 4.2065 130.27 .V Q . . . .

0.833 5.1629 138.86 . V Q . . . .

0.917 6.1652 145.54 . V Q . . . .

1.000 7.1822 147.66 . V Q . . . .

1.083 8.2234 151.19 . V Q . . . .

1.167 9.3532 164.04 . V Q . . . .

1.250 10.6176 183.59 . V Q . . . .

1.333 12.0060 201.60 . V Q . . . .

1.417 13.4770 213.59 . V Q. . . .

1.500 15.0301 225.50 . V Q . . .

1.583 16.6952 241.78 . V Q . . .

1.667 18.4925 260.96 . V .Q . . .

1.750 20.4001 276.98 . V. Q . . .

1.833 22.4308 294.86 . V Q . . .

1.917 24.6247 318.56 . .V Q . . .

2.000 26.9528 338.03 . . V Q . . .

2.083 29.3392 346.51 . . V Q . . .

2.167 31.7960 356.73 . . VQ . . .

2.250 34.4454 384.69 . . V Q . . .

2.333 37.4020 429.30 . . V Q. . .

2.417 40.7419 484.95 . . V .Q . .

2.500 44.5224 548.94 . . V Q . .

2.583 48.9229 638.95 . . . V Q . .

2.667 54.1165 754.11 . . . V . Q .

Date: 4/17/2018 File Name: CCRRT4 Page: 8

2.750 59.7052 811.48 . . . V . Q .

2.833 64.9927 767.74 . . . V. Q .

2.917 69.3586 633.94 . . . Q .V .

3.000 72.7046 485.83 . . .Q . V .

3.083 75.3246 380.43 . . Q . . V .

3.167 77.3962 300.79 . . Q . . V .

3.250 78.9921 231.72 . Q . . V .

3.333 80.2360 180.61 . Q . . . V .

3.417 81.2450 146.50 . Q . . . V .

3.500 82.0885 122.49 . Q . . . V .

3.583 82.8049 104.02 . Q . . . V .

3.667 83.4206 89.40 . Q . . . V .

3.750 83.9501 76.88 . Q . . . V .

3.833 84.4133 67.26 . Q . . . V .

3.917 84.8159 58.46 . Q . . . V.

4.000 85.1613 50.15 . Q . . . V.

4.083 85.4569 42.92 .Q . . . V.

4.167 85.7110 36.90 .Q . . . V.

4.250 85.9269 31.34 .Q . . . V.

4.333 86.1048 25.83 .Q . . . V.

4.417 86.2471 20.66 Q . . . V.

4.500 86.3677 17.51 Q . . . V.

4.583 86.4773 15.91 Q . . . V.

4.667 86.5765 14.41 Q . . . V.

4.750 86.6647 12.82 Q . . . V.

4.833 86.7426 11.30 Q . . . V.

4.917 86.8129 10.21 Q . . . V.

5.000 86.8709 8.42 Q . . . V.

5.083 86.9138 6.23 Q . . . V.

5.167 86.9397 3.77 Q . . . V.

5.250 86.9522 1.81 Q . . . V.

5.333 86.9593 1.02 Q . . . V.

5.417 86.9634 0.60 Q . . . V.

5.500 86.9648 0.20 Q . . . V.

5.583 86.9650 0.03 Q . . . V

5.667 86.9650 0.00 Q . . . V
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 340.0
10% 195.0
20% 135.0
30% 95.0
40% 70.0
50% 45.0
60% 30.0
70% 25.0
80% 15.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 1062.00 TO NODE 1062.00 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>FLOW-THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1<<<<< ============================================================================ Date: 4/17/2018 File Name: CCRRT4 Page: 9
INFLOW
(STREAM 1)
|
|
V __effective depth
----------- | (and volume)
| | | |
| | |....V........
| detention |<-->| outflow
| basin | |........._______
----------- | ^ | \
| | dead | basin outlet
V | storage |

OUTFLOW ---------
(STREAM 1)
ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1

THROUGH A FLOW-THROUGH DETENTION BASIN
SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS:

DEAD STORAGE(AF) = 12.250
SPECIFIED DEAD STORAGE(AF) FILLED = 12.250
SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 0.000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = 0.00
BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION:

INTERVAL DEPTH OUTFLOW STORAGE

NUMBER (FT) (CFS) (AF)
1 0.00 0.00 0.000
2 4.00 134.00 19.910
3 5.00 175.00 22.000
4 10.00 307.00 33.560
5 14.00 380.00 44.230
6 15.00 397.00 47.110
7 16.00 1042.25 50.070
8 17.00 2101.22 53.120
============================================================================ MODIFIED-PULS BASIN ROUTING MODEL RESULTS(5-MINUTE COMPUTATION INTERVALS):
(Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.)

CLOCK MEAN

TIME DEAD-STORAGE INFLOW LOSS EFFECTIVE OUTFLOW

EFFECTIVE
(HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS)

VOLUME(AF)
----------------------------------------------------------------------------

0.083 12.250 3.01 0.00 0.00 0.1

0.020

0.167 12.250 13.63 0.00 0.02 0.4

0.111

0.250 12.250 32.64 0.00 0.07 1.5

0.326

0.333 12.250 54.53 0.00 0.14 3.4

0.678

0.417 12.250 70.52 0.00 0.23 6.1

1.122
Date: 4/17/2018 File Name: CCRRT4 Page: 10

0.500 12.250 85.54 0.00 0.33 9.3

1.647

0.583 12.250 102.78 0.00 0.45 13.2

2.264

0.667 12.250 117.88 0.00 0.59 17.6

2.955

0.750 12.250 130.27 0.00 0.74 22.4

3.698

0.833 12.250 138.86 0.00 0.90 27.5

4.465

0.917 12.250 145.54 0.00 1.05 32.7

5.242

1.000 12.250 147.66 0.00 1.21 37.8

5.999

1.083 12.250 151.19 0.00 1.36 42.9

6.745

1.167 12.250 164.04 0.00 1.52 48.1

7.543

1.250 12.250 183.59 0.00 1.70 53.8

8.437

1.333 12.250 201.60 0.00 1.89 60.1

9.412

1.417 12.250 213.59 0.00 2.09 66.8

10.424

1.500 12.250 225.50 0.00 2.30 73.7

11.469

1.583 12.250 241.78 0.00 2.53 80.9

12.577

1.667 12.250 260.96 0.00 2.77 88.6

13.764

1.750 12.250 276.98 0.00 3.01 96.8

15.005

1.833 12.250 294.86 0.00 3.28 105.4

16.310

1.917 12.250 318.56 0.00 3.56 114.5

17.715

2.000 12.250 338.03 0.00 3.85 124.2

19.188

2.083 12.250 346.51 0.00 4.34 138.5

20.620

2.167 12.250 356.73 0.00 4.98 161.1

21.967

2.250 12.250 384.69 0.00 5.59 182.4

23.360

2.333 12.250 429.30 0.00 6.27 199.6

24.942

2.417 12.250 484.95 0.00 7.06 219.1

26.774

2.500 12.250 548.94 0.00 7.98 241.6

28.890

2.583 12.250 638.95 0.00 9.08 268.3

31.443

2.667 12.250 754.11 0.00 10.38 298.4

34.582

2.750 12.250 811.48 0.00 11.64 325.4

37.929

2.833 12.250 767.74 0.00 12.72 346.8

40.828

2.917 12.250 633.94 0.00 13.42 363.1

42.693

3.000 12.250 485.83 0.00 13.72 372.2

43.476
Date: 4/17/2018 File Name: CCRRT4 Page: 11

3.083 12.250 380.43 0.00 13.73 375.0

43.514

3.167 12.250 300.79 0.00 13.54 373.4

43.014

3.250 12.250 231.72 0.00 13.19 368.5

42.072

3.333 12.250 180.61 0.00 12.73 361.0

40.830

3.417 12.250 146.50 0.00 12.20 351.9

39.415

3.500 12.250 122.49 0.00 11.63 341.9

37.904

3.583 12.250 104.02 0.00 11.04 331.4

36.338

3.667 12.250 89.40 0.00 10.44 320.6

34.746

3.750 12.250 76.88 0.00 9.82 308.7

33.150

3.833 12.250 67.26 0.00 9.15 293.4

31.592

3.917 12.250 58.46 0.00 8.50 276.0

30.094

4.000 12.250 50.15 0.00 7.88 259.2

28.654

4.083 12.250 42.92 0.00 7.28 243.1

27.276

4.167 12.250 36.90 0.00 6.71 227.7

25.961

4.250 12.250 31.34 0.00 6.17 213.1

24.710

4.333 12.250 25.83 0.00 5.66 199.1

23.516

4.417 12.250 20.66 0.00 5.16 185.8

22.379

4.500 12.250 17.51 0.00 4.68 170.5

21.325

4.583 12.250 15.91 0.00 4.23 152.5

20.384

4.667 12.250 14.41 0.00 3.93 137.4

19.537

4.750 12.250 12.82 0.00 3.76 128.8

18.738

4.833 12.250 11.30 0.00 3.61 123.5

17.965

4.917 12.250 10.21 0.00 3.46 118.4

17.220

5.000 12.250 8.42 0.00 3.31 113.5

16.497

5.083 12.250 6.23 0.00 3.17 108.7

15.791

5.167 12.250 3.77 0.00 3.03 104.0

15.101

5.250 12.250 1.81 0.00 2.90 99.4

14.429

5.333 12.250 1.02 0.00 2.77 94.9

13.783

5.417 12.250 0.60 0.00 2.64 90.7

13.162

5.500 12.250 0.20 0.00 2.52 86.6

12.567

5.583 12.250 0.03 0.00 2.41 82.7

11.998
Date: 4/17/2018 File Name: CCRRT4 Page: 12

5.667 12.250 0.00 0.00 2.30 78.9

11.455

5.750 12.250 0.00 0.00 2.20 75.3

10.936

5.833 12.250 0.00 0.00 2.10 71.9

10.440

5.917 12.250 0.00 0.00 2.00 68.7

9.967

6.000 12.250 0.00 0.00 1.91 65.6

9.516

6.083 12.250 0.00 0.00 1.83 62.6

9.085

6.167 12.250 0.00 0.00 1.74 59.8

8.673

6.250 12.250 0.00 0.00 1.66 57.1

8.280

6.333 12.250 0.00 0.00 1.59 54.5

7.905

6.417 12.250 0.00 0.00 1.52 52.0

7.547

6.500 12.250 0.00 0.00 1.45 49.6

7.205

6.583 12.250 0.00 0.00 1.38 47.4

6.879

6.667 12.250 0.00 0.00 1.32 45.2

6.567

6.750 12.250 0.00 0.00 1.26 43.2

6.270

6.833 12.250 0.00 0.00 1.20 41.2

5.986

6.917 12.250 0.00 0.00 1.15 39.4

5.714

7.000 12.250 0.00 0.00 1.10 37.6

5.456

7.083 12.250 0.00 0.00 1.05 35.9

5.208

7.167 12.250 0.00 0.00 1.00 34.3

4.972

7.250 12.250 0.00 0.00 0.95 32.7

4.747

7.333 12.250 0.00 0.00 0.91 31.2

4.532

7.417 12.250 0.00 0.00 0.87 29.8

4.327

7.500 12.250 0.00 0.00 0.83 28.5

4.131

7.583 12.250 0.00 0.00 0.79 27.2

3.944

7.667 12.250 0.00 0.00 0.76 25.9

3.765

7.750 12.250 0.00 0.00 0.72 24.8

3.594

7.833 12.250 0.00 0.00 0.69 23.6

3.432

7.917 12.250 0.00 0.00 0.66 22.6

3.276

8.000 12.250 0.00 0.00 0.63 21.5

3.128

8.083 12.250 0.00 0.00 0.60 20.6

2.986

8.167 12.250 0.00 0.00 0.57 19.6

2.851
Date: 4/17/2018 File Name: CCRRT4 Page: 13

8.250 12.250 0.00 0.00 0.55 18.8

2.722

8.333 12.250 0.00 0.00 0.52 17.9

2.598

8.417 12.250 0.00 0.00 0.50 17.1

2.481

8.500 12.250 0.00 0.00 0.48 16.3

2.368

8.583 12.250 0.00 0.00 0.45 15.6

2.261

8.667 12.250 0.00 0.00 0.43 14.9

2.159

8.750 12.250 0.00 0.00 0.41 14.2

2.061

8.833 12.250 0.00 0.00 0.40 13.6

1.967

8.917 12.250 0.00 0.00 0.38 12.9

1.878

9.000 12.250 0.00 0.00 0.36 12.4

1.793

9.083 12.250 0.00 0.00 0.34 11.8

1.712

9.167 12.250 0.00 0.00 0.33 11.3

1.634

9.250 12.250 0.00 0.00 0.31 10.8

1.560

9.333 12.250 0.00 0.00 0.30 10.3

1.490

9.417 12.250 0.00 0.00 0.29 9.8

1.422

9.500 12.250 0.00 0.00 0.27 9.4

1.358

9.583 12.250 0.00 0.00 0.26 8.9

1.296

9.667 12.250 0.00 0.00 0.25 8.5

1.238

9.750 12.250 0.00 0.00 0.24 8.1

1.181

9.833 12.250 0.00 0.00 0.23 7.8

1.128

9.917 12.250 0.00 0.00 0.22 7.4

1.077

10.000 12.250 0.00 0.00 0.21 7.1

1.028

10.083 12.250 0.00 0.00 0.20 6.8

0.981

10.167 12.250 0.00 0.00 0.19 6.5

0.937

10.250 12.250 0.00 0.00 0.18 6.2

0.895

10.333 12.250 0.00 0.00 0.17 5.9

0.854

10.417 12.250 0.00 0.00 0.16 5.6

0.815

10.500 12.250 0.00 0.00 0.16 5.4

0.778

10.583 12.250 0.00 0.00 0.15 5.1

0.743

10.667 12.250 0.00 0.00 0.14 4.9

0.709

10.750 12.250 0.00 0.00 0.14 4.7

0.677
Date: 4/17/2018 File Name: CCRRT4 Page: 14

10.833 12.250 0.00 0.00 0.13 4.5

0.647

10.917 12.250 0.00 0.00 0.12 4.3

0.617

11.000 12.250 0.00 0.00 0.12 4.1

0.589

11.083 12.250 0.00 0.00 0.11 3.9

0.563

11.167 12.250 0.00 0.00 0.11 3.7

0.537

11.250 12.250 0.00 0.00 0.10 3.5

0.513

11.333 12.250 0.00 0.00 0.10 3.4

0.490

11.417 12.250 0.00 0.00 0.09 3.2

0.467

11.500 12.250 0.00 0.00 0.09 3.1

0.446

11.583 12.250 0.00 0.00 0.09 2.9

0.426

11.667 12.250 0.00 0.00 0.08 2.8

0.407

11.750 12.250 0.00 0.00 0.08 2.7

0.388

11.833 12.250 0.00 0.00 0.07 2.6

0.371

11.917 12.250 0.00 0.00 0.07 2.4

0.354

12.000 12.250 0.00 0.00 0.07 2.3

0.338

12.083 12.250 0.00 0.00 0.06 2.2

0.323

12.167 12.250 0.00 0.00 0.06 2.1

0.308

12.250 12.250 0.00 0.00 0.06 2.0

0.294

12.333 12.250 0.00 0.00 0.06 1.9

0.281

12.417 12.250 0.00 0.00 0.05 1.8

0.268

12.500 12.250 0.00 0.00 0.05 1.8

0.256

12.583 12.250 0.00 0.00 0.05 1.7

0.244

12.667 12.250 0.00 0.00 0.05 1.6

0.233

12.750 12.250 0.00 0.00 0.04 1.5

0.223

12.833 12.250 0.00 0.00 0.04 1.5

0.213

12.917 12.250 0.00 0.00 0.04 1.4

0.203

13.000 12.250 0.00 0.00 0.04 1.3

0.194

13.083 12.250 0.00 0.00 0.04 1.3

0.185

13.167 12.250 0.00 0.00 0.04 1.2

0.177

13.250 12.250 0.00 0.00 0.03 1.2

0.169

13.333 12.250 0.00 0.00 0.03 1.1

0.161
Date: 4/17/2018 File Name: CCRRT4 Page: 15

13.417 12.250 0.00 0.00 0.03 1.1

0.154

13.500 12.250 0.00 0.00 0.03 1.0

0.147

13.583 12.250 0.00 0.00 0.03 1.0

0.140

13.667 12.250 0.00 0.00 0.03 0.9

0.134

13.750 12.250 0.00 0.00 0.03 0.9

0.128

13.833 12.250 0.00 0.00 0.02 0.8

0.122

13.917 12.250 0.00 0.00 0.02 0.8

0.116

14.000 12.250 0.00 0.00 0.02 0.8

0.111

14.083 12.250 0.00 0.00 0.02 0.7

0.106

14.167 12.250 0.00 0.00 0.02 0.7

0.101

14.250 12.250 0.00 0.00 0.02 0.7

0.097

14.333 12.250 0.00 0.00 0.02 0.6

0.092

14.417 12.250 0.00 0.00 0.02 0.6

0.088

14.500 12.250 0.00 0.00 0.02 0.6

0.084

14.583 12.250 0.00 0.00 0.02 0.6

0.080

14.667 12.250 0.00 0.00 0.02 0.5

0.077

14.750 12.250 0.00 0.00 0.01 0.5

0.073

14.833 12.250 0.00 0.00 0.01 0.5

0.070

14.917 12.250 0.00 0.00 0.01 0.5

0.067

15.000 12.250 0.00 0.00 0.01 0.4

0.064

15.083 12.250 0.00 0.00 0.01 0.4

0.061

15.167 12.250 0.00 0.00 0.01 0.4

0.058

15.250 12.250 0.00 0.00 0.01 0.4

0.055

15.333 12.250 0.00 0.00 0.01 0.4

0.053

15.417 12.250 0.00 0.00 0.01 0.3

0.051

15.500 12.250 0.00 0.00 0.01 0.3

0.048

15.583 12.250 0.00 0.00 0.01 0.3

0.046

15.667 12.250 0.00 0.00 0.01 0.3

0.044

15.750 12.250 0.00 0.00 0.01 0.3

0.042

15.833 12.250 0.00 0.00 0.01 0.3

0.040

15.917 12.250 0.00 0.00 0.01 0.3

0.038
Date: 4/17/2018 File Name: CCRRT4 Page: 16

16.000 12.250 0.00 0.00 0.01 0.3

0.037

16.083 12.250 0.00 0.00 0.01 0.2

0.035

16.167 12.250 0.00 0.00 0.01 0.2

0.033

16.250 12.250 0.00 0.00 0.01 0.2

0.032

16.333 12.250 0.00 0.00 0.01 0.2

0.030

16.417 12.250 0.00 0.00 0.01 0.2

0.029

16.500 12.250 0.00 0.00 0.01 0.2

0.028

16.583 12.250 0.00 0.00 0.01 0.2

0.026

16.667 12.250 0.00 0.00 0.01 0.2

0.025

16.750 12.250 0.00 0.00 0.00 0.2

0.024

16.833 12.250 0.00 0.00 0.00 0.2

0.023

16.917 12.250 0.00 0.00 0.00 0.2

0.022

17.000 12.250 0.00 0.00 0.00 0.1

0.021

17.083 12.250 0.00 0.00 0.00 0.1

0.020

17.167 12.250 0.00 0.00 0.00 0.1

0.019

17.250 12.250 0.00 0.00 0.00 0.1

0.018

17.333 12.250 0.00 0.00 0.00 0.1

0.017

17.417 12.250 0.00 0.00 0.00 0.1

0.017

17.500 12.250 0.00 0.00 0.00 0.1

0.016

17.583 12.250 0.00 0.00 0.00 0.1

0.015

17.667 12.250 0.00 0.00 0.00 0.1

0.014

17.750 12.250 0.00 0.00 0.00 0.1

0.014

17.833 12.250 0.00 0.00 0.00 0.1

0.013

17.917 12.250 0.00 0.00 0.00 0.1

0.013

18.000 12.250 0.00 0.00 0.00 0.1

0.012

18.083 12.250 0.00 0.00 0.00 0.1

0.011

18.167 12.250 0.00 0.00 0.00 0.1

0.011

18.250 12.250 0.00 0.00 0.00 0.1

0.010

18.333 12.250 0.00 0.00 0.00 0.1

0.010

18.417 12.250 0.00 0.00 0.00 0.1

0.010

18.500 12.250 0.00 0.00 0.00 0.1

0.009
Date: 4/17/2018 File Name: CCRRT4 Page: 17

18.583 12.250 0.00 0.00 0.00 0.1

0.009

18.667 12.250 0.00 0.00 0.00 0.1

0.008

18.750 12.250 0.00 0.00 0.00 0.1

0.008

18.833 12.250 0.00 0.00 0.00 0.1

0.008

18.917 12.250 0.00 0.00 0.00 0.0

0.007

19.000 12.250 0.00 0.00 0.00 0.0

0.007

19.083 12.250 0.00 0.00 0.00 0.0

0.007

19.167 12.250 0.00 0.00 0.00 0.0

0.006

19.250 12.250 0.00 0.00 0.00 0.0

0.006

19.333 12.250 0.00 0.00 0.00 0.0

0.006

19.417 12.250 0.00 0.00 0.00 0.0

0.005

19.500 12.250 0.00 0.00 0.00 0.0

0.005

19.583 12.250 0.00 0.00 0.00 0.0

0.005

19.667 12.250 0.00 0.00 0.00 0.0

0.005

19.750 12.250 0.00 0.00 0.00 0.0

0.005

19.833 12.250 0.00 0.00 0.00 0.0

0.004

19.917 12.250 0.00 0.00 0.00 0.0

0.004

20.000 12.250 0.00 0.00 0.00 0.0

0.004

20.083 12.250 0.00 0.00 0.00 0.0

0.004

20.167 12.250 0.00 0.00 0.00 0.0

0.004

20.250 12.250 0.00 0.00 0.00 0.0

0.003

20.333 12.250 0.00 0.00 0.00 0.0

0.003

20.417 12.250 0.00 0.00 0.00 0.0

0.003

20.500 12.250 0.00 0.00 0.00 0.0

0.003

20.583 12.250 0.00 0.00 0.00 0.0

0.003

20.667 12.250 0.00 0.00 0.00 0.0

0.003

20.750 12.250 0.00 0.00 0.00 0.0

0.003

20.833 12.250 0.00 0.00 0.00 0.0

0.002

20.917 12.250 0.00 0.00 0.00 0.0

0.002

21.000 12.250 0.00 0.00 0.00 0.0

0.002

21.083 12.250 0.00 0.00 0.00 0.0

0.002
Date: 4/17/2018 File Name: CCRRT4 Page: 18

21.167 12.250 0.00 0.00 0.00 0.0

0.002

21.250 12.250 0.00 0.00 0.00 0.0

0.002

21.333 12.250 0.00 0.00 0.00 0.0

0.002

21.417 12.250 0.00 0.00 0.00 0.0

0.002

21.500 12.250 0.00 0.00 0.00 0.0

0.002

21.583 12.250 0.00 0.00 0.00 0.0

0.002

21.667 12.250 0.00 0.00 0.00 0.0

0.002

21.750 12.250 0.00 0.00 0.00 0.0

0.001

21.833 12.250 0.00 0.00 0.00 0.0

0.001

21.917 12.250 0.00 0.00 0.00 0.0

0.001
---------------------------------------------------------------------------- PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 86.965 AF
BASIN STORAGE = 12.250 AF (WITH 12.250 AF INITIALLY FILLED) OUTFLOW VOLUME = 86.965 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 1061.00 TO NODE 1061.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0
----------------------------------------------------------------------------

0.083 0.0005 0.07 Q . . . .

0.167 0.0035 0.44 Q . . . .

0.250 0.0136 1.47 Q . . . .

0.333 0.0369 3.38 Q . . . .

0.417 0.0786 6.06 Q . . . .

0.500 0.1428 9.32 Q . . . .

0.583 0.2334 13.16 VQ . . . .

0.667 0.3544 17.56 VQ . . . .

0.750 0.5086 22.39 V Q . . . .

0.833 0.6978 27.47 V Q . . . .

0.917 0.9227 32.67 V Q . . . .

1.000 1.1833 37.83 V Q . . . .

1.083 1.4786 42.88 V Q . . . .

1.167 1.8098 48.08 V Q . . . .

1.250 2.1801 53.78 .V Q . . . .

1.333 2.5938 60.07 .V Q . . . .

1.417 3.0535 66.75 .V Q . . . .

1.500 3.5609 73.67 .V Q . . . .

1.583 4.1182 80.92 .V Q . . . .

1.667 4.7287 88.64 . V Q . . . .

1.750 5.3954 96.81 . V Q. . . .

1.833 6.1211 105.38 . V Q . . .

1.917 6.9097 114.50 . V .Q . . .

2.000 7.7650 124.18 . V . Q . . .

Date: 4/17/2018 File Name: CCRRT4 Page: 19

2.083 8.7191 138.54 . V . Q . . .

2.167 9.8289 161.14 . V . Q . . .

2.250 11.0854 182.44 . V . Q . . .

2.333 12.4598 199.56 . V . Q. . .

2.417 13.9684 219.05 . V . .Q . .

2.500 15.6322 241.59 . V . . Q . .

2.583 17.4797 268.25 . V . . Q . .

2.667 19.5349 298.41 . V . . Q. .

2.750 21.7762 325.44 . V . . Q .

2.833 24.1647 346.81 . .V . . Q .

2.917 26.6654 363.11 . . V . . Q .

3.000 29.2285 372.16 . . V . . Q .

3.083 31.8109 374.97 . . V . . Q .

3.167 34.3825 373.39 . . V . . Q .

3.250 36.9201 368.46 . . V . . Q .

3.333 39.4062 360.99 . . V . . Q .

3.417 41.8297 351.90 . . V. . Q .

3.500 44.1844 341.89 . . V . Q .

3.583 46.4665 331.36 . . .V . Q .

3.667 48.6742 320.56 . . . V . Q .

3.750 50.8004 308.72 . . . V Q .

3.833 52.8212 293.42 . . . V Q. .

3.917 54.7218 275.98 . . . V Q . .

4.000 56.5070 259.20 . . . Q . .

4.083 58.1813 243.11 . . . Q V . .

4.167 59.7497 227.74 . . . Q V . .

4.250 61.2173 213.09 . . .Q V . .

4.333 62.5887 199.13 . . Q. V . .

4.417 63.8684 185.82 . . Q . V. .

4.500 65.0429 170.54 . . Q . V. .

4.583 66.0933 152.52 . . Q . V .

4.667 67.0396 137.39 . . Q . V .

4.750 67.9266 128.80 . . Q . .V .

4.833 68.7773 123.51 . . Q . .V .

4.917 69.5927 118.40 . .Q . . V .

5.000 70.3741 113.46 . .Q . . V .

5.083 71.1224 108.65 . Q . . V .

5.167 71.8384 103.96 . Q . . V .

5.250 72.5228 99.37 . Q. . . V .

5.333 73.1766 94.94 . Q. . . V .

5.417 73.8011 90.67 . Q. . . V .

5.500 74.3974 86.58 . Q . . . V .

5.583 74.9667 82.67 . Q . . . V .

5.667 75.5103 78.92 . Q . . . V .

5.750 76.0292 75.35 . Q . . . V .

5.833 76.5246 71.93 . Q . . . V .

5.917 76.9976 68.67 . Q . . . V .

6.000 77.4491 65.56 . Q . . . V .

6.083 77.8802 62.59 . Q . . . V .

6.167 78.2917 59.76 . Q . . . V .

6.250 78.6847 57.05 . Q . . . V .

6.333 79.0598 54.47 . Q . . . V .

6.417 79.4179 52.00 . Q . . . V .

6.500 79.7598 49.64 . Q . . . V .

6.583 80.0862 47.39 . Q . . . V .

6.667 80.3978 45.25 . Q . . . V .

6.750 80.6953 43.20 . Q . . . V .

6.833 80.9793 41.24 . Q . . . V .

6.917 81.2505 39.37 . Q . . . V .

7.000 81.5094 37.59 . Q . . . V .

7.083 81.7565 35.89 . Q . . . V .

7.167 81.9925 34.26 . Q . . . V .

7.250 82.2177 32.71 . Q . . . V .

Date: 4/17/2018 File Name: CCRRT4 Page: 20

7.333 82.4328 31.23 . Q . . . V .

7.417 82.6381 29.81 . Q . . . V .

7.500 82.8341 28.46 . Q . . . V .

7.583 83.0212 27.17 . Q . . . V .

7.667 83.1999 25.94 . Q . . . V .

7.750 83.3705 24.77 . Q . . . V .

7.833 83.5333 23.64 . Q . . . V .

7.917 83.6888 22.57 . Q . . . V .

8.000 83.8372 21.55 . Q . . . V .

8.083 83.9789 20.57 . Q . . . V .

8.167 84.1141 19.64 .Q . . . V .

8.250 84.2433 18.75 .Q . . . V .

8.333 84.3666 17.90 .Q . . . V .

8.417 84.4843 17.09 .Q . . . V .

8.500 84.5967 16.32 .Q . . . V .

8.583 84.7039 15.58 .Q . . . V .

8.667 84.8064 14.87 .Q . . . V.

8.750 84.9042 14.20 .Q . . . V.

8.833 84.9975 13.56 .Q . . . V.

8.917 85.0866 12.94 .Q . . . V.

9.000 85.1717 12.35 .Q . . . V.

9.083 85.2530 11.80 .Q . . . V.

9.167 85.3305 11.26 .Q . . . V.

9.250 85.4046 10.75 .Q . . . V.

9.333 85.4752 10.26 .Q . . . V.

9.417 85.5427 9.80 Q . . . V.

9.500 85.6072 9.35 Q . . . V.

9.583 85.6687 8.93 Q . . . V.

9.667 85.7274 8.53 Q . . . V.

9.750 85.7834 8.14 Q . . . V.

9.833 85.8370 7.77 Q . . . V.

9.917 85.8881 7.42 Q . . . V.

10.000 85.9368 7.08 Q . . . V.

10.083 85.9834 6.76 Q . . . V.

10.167 86.0279 6.46 Q . . . V.

10.250 86.0703 6.16 Q . . . V.

10.333 86.1109 5.88 Q . . . V.

10.417 86.1495 5.62 Q . . . V.

10.500 86.1865 5.36 Q . . . V.

10.583 86.2217 5.12 Q . . . V.

10.667 86.2554 4.89 Q . . . V.

10.750 86.2876 4.67 Q . . . V.

10.833 86.3182 4.46 Q . . . V.

10.917 86.3475 4.25 Q . . . V.

11.000 86.3755 4.06 Q . . . V.

11.083 86.4022 3.88 Q . . . V.

11.167 86.4277 3.70 Q . . . V.

11.250 86.4520 3.53 Q . . . V.

11.333 86.4753 3.37 Q . . . V.

11.417 86.4974 3.22 Q . . . V.

11.500 86.5186 3.07 Q . . . V.

11.583 86.5388 2.94 Q . . . V.

11.667 86.5581 2.80 Q . . . V.

11.750 86.5766 2.68 Q . . . V.

11.833 86.5942 2.55 Q . . . V.

11.917 86.6110 2.44 Q . . . V.

12.000 86.6270 2.33 Q . . . V.

12.083 86.6423 2.22 Q . . . V.

12.167 86.6569 2.12 Q . . . V.

12.250 86.6709 2.03 Q . . . V.

12.333 86.6842 1.93 Q . . . V.

12.417 86.6969 1.85 Q . . . V.

12.500 86.7090 1.76 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 21

12.583 86.7206 1.68 Q . . . V.

12.667 86.7317 1.61 Q . . . V.

12.750 86.7423 1.53 Q . . . V.

12.833 86.7523 1.46 Q . . . V.

12.917 86.7620 1.40 Q . . . V.

13.000 86.7712 1.33 Q . . . V.

13.083 86.7799 1.27 Q . . . V.

13.167 86.7883 1.22 Q . . . V.

13.250 86.7963 1.16 Q . . . V.

13.333 86.8040 1.11 Q . . . V.

13.417 86.8112 1.06 Q . . . V.

13.500 86.8182 1.01 Q . . . V.

13.583 86.8249 0.96 Q . . . V.

13.667 86.8312 0.92 Q . . . V.

13.750 86.8373 0.88 Q . . . V.

13.833 86.8430 0.84 Q . . . V.

13.917 86.8486 0.80 Q . . . V.

14.000 86.8538 0.77 Q . . . V.

14.083 86.8589 0.73 Q . . . V.

14.167 86.8637 0.70 Q . . . V.

14.250 86.8683 0.67 Q . . . V.

14.333 86.8726 0.64 Q . . . V.

14.417 86.8768 0.61 Q . . . V.

14.500 86.8808 0.58 Q . . . V.

14.583 86.8846 0.55 Q . . . V.

14.667 86.8883 0.53 Q . . . V.

14.750 86.8917 0.50 Q . . . V.

14.833 86.8950 0.48 Q . . . V.

14.917 86.8982 0.46 Q . . . V.

15.000 86.9012 0.44 Q . . . V.

15.083 86.9041 0.42 Q . . . V.

15.167 86.9069 0.40 Q . . . V.

15.250 86.9095 0.38 Q . . . V.

15.333 86.9120 0.36 Q . . . V.

15.417 86.9144 0.35 Q . . . V.

15.500 86.9167 0.33 Q . . . V.

15.583 86.9189 0.32 Q . . . V.

15.667 86.9210 0.30 Q . . . V.

15.750 86.9230 0.29 Q . . . V.

15.833 86.9249 0.28 Q . . . V.

15.917 86.9267 0.26 Q . . . V.

16.000 86.9284 0.25 Q . . . V.

16.083 86.9301 0.24 Q . . . V.

16.167 86.9316 0.23 Q . . . V.

16.250 86.9331 0.22 Q . . . V.

16.333 86.9346 0.21 Q . . . V.

16.417 86.9360 0.20 Q . . . V.

16.500 86.9373 0.19 Q . . . V.

16.583 86.9385 0.18 Q . . . V.

16.667 86.9397 0.17 Q . . . V.

16.750 86.9409 0.17 Q . . . V.

16.833 86.9420 0.16 Q . . . V.

16.917 86.9430 0.15 Q . . . V.

17.000 86.9440 0.14 Q . . . V.

17.083 86.9449 0.14 Q . . . V.

17.167 86.9458 0.13 Q . . . V.

17.250 86.9467 0.13 Q . . . V.

17.333 86.9475 0.12 Q . . . V.

17.417 86.9483 0.11 Q . . . V.

17.500 86.9491 0.11 Q . . . V.

17.583 86.9498 0.10 Q . . . V.

17.667 86.9505 0.10 Q . . . V.

17.750 86.9511 0.10 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 22

17.833 86.9518 0.09 Q . . . V.

17.917 86.9523 0.09 Q . . . V.

18.000 86.9529 0.08 Q . . . V.

18.083 86.9535 0.08 Q . . . V.

18.167 86.9540 0.08 Q . . . V.

18.250 86.9545 0.07 Q . . . V.

18.333 86.9549 0.07 Q . . . V.

18.417 86.9554 0.07 Q . . . V.

18.500 86.9558 0.06 Q . . . V.

18.583 86.9562 0.06 Q . . . V.

18.667 86.9566 0.06 Q . . . V.

18.750 86.9570 0.05 Q . . . V.

18.833 86.9574 0.05 Q . . . V.

18.917 86.9577 0.05 Q . . . V.

19.000 86.9580 0.05 Q . . . V.

19.083 86.9584 0.05 Q . . . V.

19.167 86.9587 0.04 Q . . . V.

19.250 86.9589 0.04 Q . . . V.

19.333 86.9592 0.04 Q . . . V.

19.417 86.9595 0.04 Q . . . V.

19.500 86.9597 0.04 Q . . . V.

19.583 86.9600 0.03 Q . . . V.

19.667 86.9602 0.03 Q . . . V.

19.750 86.9604 0.03 Q . . . V.

19.833 86.9606 0.03 Q . . . V.

19.917 86.9608 0.03 Q . . . V.

20.000 86.9610 0.03 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1205.0
10% 365.0
20% 255.0
30% 190.0
40% 150.0
50% 125.0
60% 105.0
70% 85.0
80% 65.0
90% 45.0
**************************************************************************** FLOW PROCESS FROM NODE 1061.00 TO NODE 106.00 IS CODE = 5.2 ---------------------------------------------------------------------------- >>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< ============================================================================

ASSUMED REGULAR CHANNEL INFORMATION:

BASEWIDTH(FT) = 4.00 CHANNEL Z = 1.50
Date: 4/17/2018 File Name: CCRRT4 Page: 23
UPSTREAM ELEVATION(FT) = 2464.00
DOWNSTREAM ELEVATION(FT) = 2447.00
CHANNEL LENGTH(FT) = 685.00 MANNING'S FACTOR = 0.015
CONSTANT LOSS RATE(CFS) = 0.00
CHANNEL ROUTING COEFFICIENT ESTIMATED:

MAXIMUM INFLOW(CFS) = 374.97
AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 299.13 CHANNEL NORMAL VELOCITY FOR Q = 299.13 CFS = 18.95 FPS
ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.918
MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE
UNIT INTERVALS IS CSTAR = 1.000
CONVEX METHOD CHANNEL ROUTING RESULTS:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 0.07 0.06 0.06

0.167 0.44 0.40 0.40

0.250 1.47 1.36 1.36

0.333 3.38 3.17 3.17

0.417 6.06 5.76 5.76

0.500 9.32 8.96 8.96

0.583 13.16 12.74 12.74

0.667 17.56 17.08 17.08

0.750 22.39 21.85 21.85

0.833 27.47 26.91 26.91

0.917 32.67 32.09 32.09

1.000 37.83 37.26 37.26

1.083 42.88 42.33 42.33

1.167 48.08 47.51 47.51

1.250 53.78 53.15 53.15

1.333 60.07 59.37 59.37

1.417 66.75 66.01 66.01

1.500 73.67 72.91 72.91

1.583 80.92 80.12 80.12

1.667 88.64 87.79 87.79

1.750 96.81 95.91 95.91

1.833 105.38 104.43 104.43

1.917 114.50 113.49 113.49

2.000 124.18 123.11 123.11

2.083 138.54 136.95 136.95

2.167 161.14 158.64 158.64

2.250 182.44 180.09 180.09

2.333 199.56 197.67 197.67

2.417 219.05 216.90 216.90

2.500 241.59 239.10 239.10

2.583 268.25 265.30 265.30

2.667 298.41 295.07 295.07

2.750 325.44 322.45 322.45

2.833 346.81 344.44 344.44

2.917 363.11 361.30 361.30

3.000 372.16 371.16 371.16

3.083 374.97 374.66 374.66

3.167 373.39 373.56 373.56

3.250 368.46 369.00 369.00

3.333 360.99 361.81 361.81

3.417 351.90 352.90 352.90

3.500 341.89 343.00 343.00
Date: 4/17/2018 File Name: CCRRT4 Page: 24

3.583 331.36 332.53 332.53

3.667 320.56 321.76 321.76

3.750 308.72 310.03 310.03

3.833 293.42 295.11 295.11

3.917 275.98 277.91 277.91

4.000 259.20 261.06 261.06

4.083 243.11 244.89 244.89

4.167 227.74 229.44 229.44

4.250 213.09 214.71 214.71

4.333 199.13 200.67 200.67

4.417 185.82 187.29 187.29

4.500 170.54 172.23 172.23

4.583 152.52 154.52 154.52

4.667 137.39 139.07 139.07

4.750 128.80 129.75 129.75

4.833 123.51 124.10 124.10

4.917 118.40 118.97 118.97

5.000 113.46 114.01 114.01

5.083 108.65 109.19 109.19

5.167 103.96 104.48 104.48

5.250 99.37 99.88 99.88

5.333 94.94 95.43 95.43

5.417 90.67 91.14 91.14

5.500 86.58 87.04 87.04

5.583 82.67 83.10 83.10

5.667 78.92 79.34 79.34

5.750 75.35 75.74 75.74

5.833 71.93 72.31 72.31

5.917 68.67 69.04 69.04

6.000 65.56 65.91 65.91

6.083 62.59 62.92 62.92

6.167 59.76 60.07 60.07

6.250 57.05 57.35 57.35

6.333 54.47 54.75 54.75

6.417 52.00 52.27 52.27

6.500 49.64 49.90 49.90

6.583 47.39 47.64 47.64

6.667 45.25 45.48 45.48

6.750 43.20 43.42 43.42

6.833 41.24 41.46 41.46

6.917 39.37 39.58 39.58

7.000 37.59 37.79 37.79

7.083 35.89 36.07 36.07

7.167 34.26 34.44 34.44

7.250 32.71 32.88 32.88

7.333 31.23 31.39 31.39

7.417 29.81 29.97 29.97

7.500 28.46 28.61 28.61

7.583 27.17 27.31 27.31

7.667 25.94 26.08 26.08

7.750 24.77 24.90 24.90

7.833 23.64 23.77 23.77

7.917 22.57 22.69 22.69

8.000 21.55 21.66 21.66

8.083 20.57 20.68 20.68

8.167 19.64 19.74 19.74

8.250 18.75 18.85 18.85

8.333 17.90 18.00 18.00

8.417 17.09 17.18 17.18

8.500 16.32 16.40 16.40

8.583 15.58 15.66 15.66

8.667 14.87 14.95 14.95

8.750 14.20 14.27 14.27
Date: 4/17/2018 File Name: CCRRT4 Page: 25

8.833 13.56 13.63 13.63

8.917 12.94 13.01 13.01

9.000 12.35 12.42 12.42

9.083 11.80 11.86 11.86

9.167 11.26 11.32 11.32

9.250 10.75 10.81 10.81

9.333 10.26 10.32 10.32

9.417 9.80 9.85 9.85

9.500 9.35 9.40 9.40

9.583 8.93 8.98 8.98

9.667 8.53 8.57 8.57

9.750 8.14 8.18 8.18

9.833 7.77 7.81 7.81

9.917 7.42 7.46 7.46

10.000 7.08 7.12 7.12

10.083 6.76 6.80 6.80

10.167 6.46 6.49 6.49

10.250 6.16 6.20 6.20

10.333 5.88 5.92 5.92

10.417 5.62 5.65 5.65

10.500 5.36 5.39 5.39

10.583 5.12 5.15 5.15

10.667 4.89 4.91 4.91

10.750 4.67 4.69 4.69

10.833 4.46 4.48 4.48

10.917 4.25 4.28 4.28

11.000 4.06 4.08 4.08

11.083 3.88 3.90 3.90

11.167 3.70 3.72 3.72

11.250 3.53 3.55 3.55

11.333 3.37 3.39 3.39

11.417 3.22 3.24 3.24

11.500 3.07 3.09 3.09

11.583 2.94 2.95 2.95

11.667 2.80 2.82 2.82

11.750 2.68 2.69 2.69

11.833 2.55 2.57 2.57

11.917 2.44 2.45 2.45

12.000 2.33 2.34 2.34

12.083 2.22 2.23 2.23

12.167 2.12 2.13 2.13

12.250 2.03 2.04 2.04

12.333 1.93 1.94 1.94

12.417 1.85 1.86 1.86

12.500 1.76 1.77 1.77

12.583 1.68 1.69 1.69

12.667 1.61 1.62 1.62

12.750 1.53 1.54 1.54

12.833 1.46 1.47 1.47

12.917 1.40 1.41 1.41

13.000 1.33 1.34 1.34

13.083 1.27 1.28 1.28

13.167 1.22 1.22 1.22

13.250 1.16 1.17 1.17

13.333 1.11 1.11 1.11

13.417 1.06 1.06 1.06

13.500 1.01 1.02 1.02

13.583 0.96 0.97 0.97

13.667 0.92 0.93 0.93

13.750 0.88 0.88 0.88

13.833 0.84 0.84 0.84

13.917 0.80 0.81 0.81

14.000 0.77 0.77 0.77
Date: 4/17/2018 File Name: CCRRT4 Page: 26

14.083 0.73 0.73 0.73

14.167 0.70 0.70 0.70

14.250 0.67 0.67 0.67

14.333 0.64 0.64 0.64

14.417 0.61 0.61 0.61

14.500 0.58 0.58 0.58

14.583 0.55 0.56 0.56

14.667 0.53 0.53 0.53

14.750 0.50 0.51 0.51

14.833 0.48 0.48 0.48

14.917 0.46 0.46 0.46

15.000 0.44 0.44 0.44

15.083 0.42 0.42 0.42

15.167 0.40 0.40 0.40

15.250 0.38 0.38 0.38

15.333 0.36 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.33 0.33 0.33

15.583 0.32 0.32 0.32

15.667 0.30 0.30 0.30

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.26 0.26 0.26

16.000 0.25 0.25 0.25

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.18 0.18 0.18

16.667 0.17 0.17 0.17

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.14 0.14 0.14

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.11 0.11 0.11

17.500 0.11 0.11 0.11

17.583 0.10 0.10 0.10

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07

18.333 0.07 0.07 0.07

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.05 0.05 0.05

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04
Date: 4/17/2018 File Name: CCRRT4 Page: 27

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.02 0.02 0.02

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.01 0.01 0.01

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 86.965 AF
OUTFLOW VOLUME = 86.965 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 20.600 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.100 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

VALLEY S-GRAPH SELECTED
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.085
LOW SOIL-LOSS RATE PERCENT(DECIMAL) = 0.500
USER-ENTERED RAINFALL = 2.25 INCHES
RCFC&WCD 3-Hour Storm (5-Minute period) SELECTED
RCFC&WCD DEPTH-AREA ADJUSTMENT FACTOR(PLATE E-5.8) = 0.9999 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
Date: 4/17/2018 File Name: CCRRT4 Page: 28
UNIT INTERVAL PERCENTAGE OF LAG-TIME = 83.333
============================================================================

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 13.994 34.863
2 59.664 113.779
3 78.792 47.654
4 86.766 19.865
5 91.428 11.615
6 94.514 7.689
7 96.650 5.320
8 98.044 3.474
9 98.699 1.630
10 99.289 1.471
11 99.716 1.063
12 99.929 0.531
13 100.000 0.177
Date: 4/17/2018 File Name: CCRRT4 Page: 29
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0071 0.0222
2 0.0292 0.0071 0.0222
3 0.0247 0.0071 0.0177
4 0.0337 0.0071 0.0267
5 0.0337 0.0071 0.0267
6 0.0405 0.0071 0.0334
7 0.0337 0.0071 0.0267
8 0.0405 0.0071 0.0334
9 0.0405 0.0071 0.0334
10 0.0337 0.0071 0.0267
11 0.0360 0.0071 0.0289
12 0.0405 0.0071 0.0334
13 0.0495 0.0071 0.0424
14 0.0495 0.0071 0.0424
15 0.0495 0.0071 0.0424
16 0.0450 0.0071 0.0379
17 0.0585 0.0071 0.0514
18 0.0607 0.0071 0.0537
19 0.0540 0.0071 0.0469
20 0.0607 0.0071 0.0537
21 0.0742 0.0071 0.0672
22 0.0697 0.0071 0.0627
23 0.0652 0.0071 0.0582
24 0.0675 0.0071 0.0604
25 0.0697 0.0071 0.0627
26 0.0945 0.0071 0.0874
27 0.1125 0.0071 0.1054
28 0.0787 0.0071 0.0717
29 0.1530 0.0071 0.1459
30 0.1642 0.0071 0.1572
31 0.1845 0.0071 0.1774
32 0.1327 0.0071 0.1257
33 0.0450 0.0071 0.0379
34 0.0405 0.0071 0.0334
35 0.0405 0.0071 0.0334
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.25
TOTAL EFFECTIVE RAINFALL(INCHES) = 2.00
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.4362
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 3.4242
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 30
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 10.0 20.0 30.0 40.0
----------------------------------------------------------------------------

0.083 0.0053 0.77 Q . . . .

0.167 0.0280 3.30 V Q . . . .

0.250 0.0569 4.20 V Q . . . .

0.333 0.0875 4.44 .V Q . . . .

0.417 0.1254 5.51 .V Q . . . .

0.500 0.1685 6.25 .V Q . . . .

0.583 0.2169 7.03 . V Q . . . .

0.667 0.2649 6.97 . V Q . . . .

0.750 0.3174 7.63 . V Q . . . .

0.833 0.3706 7.72 . V Q . . . .

0.917 0.4201 7.19 . V Q . . . .

1.000 0.4708 7.36 . V Q . . . .

1.083 0.5274 8.21 . V Q . . . .

1.167 0.5924 9.45 . V Q. . . .

1.250 0.6611 9.97 . V Q. . . .

1.333 0.7301 10.03 . V Q . . .

1.417 0.7999 10.12 . VQ . . .

1.500 0.8799 11.62 . VQ . . .

1.583 0.9643 12.25 . .VQ . . .

1.667 1.0475 12.08 . . Q . . .

1.750 1.1383 13.18 . . Q . . .

1.833 1.2407 14.87 . . Q . . .

1.917 1.3439 14.99 . . QV . . .

2.000 1.4451 14.69 . . Q V . . .

2.083 1.5479 14.92 . . Q V . . .

2.167 1.6591 16.14 . . Q V. . .

2.250 1.7951 19.75 . . QV . .

2.333 1.9457 21.87 . . .QV . .

2.417 2.0972 22.00 . . .Q V . .

2.500 2.3032 29.91 . . . V Q. .

2.583 2.5455 35.18 . . . V. Q .

2.667 2.8043 37.58 . . . . V Q .

2.750 3.0151 30.61 . . . Q V .

2.833 3.1461 19.03 . . Q. . V .

2.917 3.2424 13.98 . . Q . . V .

3.000 3.3179 10.96 . Q . . V .

3.083 3.3622 6.43 . Q . . . V.

3.167 3.3868 3.57 . Q . . . V.

3.250 3.4016 2.15 . Q . . . V.

3.333 3.4110 1.37 .Q . . . V.

3.417 3.4171 0.89 Q . . . V.

3.500 3.4207 0.52 Q . . . V.

3.583 3.4225 0.27 Q . . . V.

3.667 3.4235 0.14 Q . . . V.

3.750 3.4240 0.07 Q . . . V.

3.833 3.4242 0.03 Q . . . V.

3.917 3.4242 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Date: 4/17/2018 File Name: CCRRT4 Page: 31
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 235.0
10% 175.0
20% 130.0
30% 90.0
40% 45.0
50% 40.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0
----------------------------------------------------------------------------

0.083 0.0057 0.83 Q . . . .

0.167 0.0312 3.70 Q . . . .

0.250 0.0695 5.55 Q . . . .

0.333 0.1218 7.61 Q . . . .

0.417 0.1994 11.27 VQ . . . .

0.500 0.3042 15.21 VQ . . . .

0.583 0.4403 19.77 VQ . . . .

0.667 0.6059 24.04 V Q . . . .

0.750 0.8089 29.48 V Q . . . .

0.833 1.0474 34.63 V Q . . . .

0.917 1.3179 39.28 V Q . . . .

1.000 1.6252 44.62 V Q . . . .

1.083 1.9733 50.54 V Q . . . .

1.167 2.3655 56.95 .V Q . . . .

1.250 2.8002 63.11 .V Q . . . .

1.333 3.2782 69.40 .V Q . . . .

1.417 3.8025 76.14 .V Q . . . .

1.500 4.3847 84.53 .V Q . . . .

1.583 5.0208 92.37 . V Q. . . .

1.667 5.7086 99.87 . V Q. . . .

1.750 6.4599 109.09 . V Q . . .

1.833 7.2816 119.30 . V .Q . . .

1.917 8.1664 128.48 . V . Q . . .

2.000 9.1155 137.81 . V . Q . . .

2.083 10.1614 151.87 . V . Q . . .

2.167 11.3652 174.78 . V . Q . . .

2.250 12.7415 199.84 . V . Q. . .

2.333 14.2534 219.54 . V . .Q . .

2.417 15.8987 238.90 . V . . Q . .

2.500 17.7514 269.00 . V . . Q . .

2.583 19.8208 300.49 . V . . Q .

2.667 22.1118 332.65 . V. . . Q .

2.750 24.5434 353.06 . V . . Q .

2.833 27.0466 363.47 . .V . . Q .

2.917 29.6312 375.28 . . V . . Q .

3.000 32.2629 382.12 . . V . . Q .

Date: 4/17/2018 File Name: CCRRT4 Page: 32

3.083 34.8875 381.09 . . V . . Q .

3.167 37.4848 377.13 . . V . . Q .

3.250 40.0410 371.15 . . V . . Q .

3.333 42.5422 363.18 . . V . . Q .

3.417 44.9788 353.79 . . V. . Q .

3.500 47.3446 343.51 . . V . Q .

3.583 49.6366 332.79 . . .V . Q .

3.667 51.8535 321.90 . . . V . Q .

3.750 53.9892 310.10 . . . V .Q .

3.833 56.0218 295.14 . . . V Q. .

3.917 57.9359 277.91 . . . V Q . .

4.000 59.7338 261.06 . . . Q . .

4.083 61.4204 244.89 . . . Q V . .

4.167 63.0005 229.44 . . . Q V . .

4.250 64.4792 214.71 . . .Q V . .

4.333 65.8612 200.67 . . Q V. .

4.417 67.1511 187.29 . . Q . V. .

4.500 68.3372 172.23 . . Q . V .

4.583 69.4014 154.52 . . Q . V .

4.667 70.3592 139.07 . . Q . .V .

4.750 71.2528 129.75 . . Q . .V .

4.833 72.1074 124.10 . . Q . .V .

4.917 72.9268 118.97 . .Q . . V .

5.000 73.7119 114.01 . .Q . . V .

5.083 74.4639 109.19 . Q . . V .

5.167 75.1835 104.48 . Q . . V .

5.250 75.8713 99.88 . Q. . . V .

5.333 76.5286 95.43 . Q. . . V .

5.417 77.1563 91.14 . Q. . . V .

5.500 77.7557 87.04 . Q . . . V .

5.583 78.3280 83.10 . Q . . . V .

5.667 78.8744 79.34 . Q . . . V .

5.750 79.3960 75.74 . Q . . . V .

5.833 79.8941 72.31 . Q . . . V .

5.917 80.3695 69.04 . Q . . . V .

6.000 80.8234 65.91 . Q . . . V .

6.083 81.2568 62.92 . Q . . . V .

6.167 81.6705 60.07 . Q . . . V .

6.250 82.0654 57.35 . Q . . . V .

6.333 82.4425 54.75 . Q . . . V .

6.417 82.8025 52.27 . Q . . . V .

6.500 83.1462 49.90 . Q . . . V .

6.583 83.4743 47.64 . Q . . . V .

6.667 83.7876 45.48 . Q . . . V .

6.750 84.0867 43.42 . Q . . . V .

6.833 84.3722 41.46 . Q . . . V .

6.917 84.6448 39.58 . Q . . . V .

7.000 84.9050 37.79 . Q . . . V .

7.083 85.1534 36.07 . Q . . . V .

7.167 85.3906 34.44 . Q . . . V .

7.250 85.6171 32.88 . Q . . . V .

7.333 85.8332 31.39 . Q . . . V .

7.417 86.0396 29.97 . Q . . . V .

7.500 86.2367 28.61 . Q . . . V .

7.583 86.4248 27.31 . Q . . . V .

7.667 86.6044 26.08 . Q . . . V .

7.750 86.7758 24.90 . Q . . . V .

7.833 86.9395 23.77 . Q . . . V .

7.917 87.0958 22.69 . Q . . . V .

8.000 87.2450 21.66 . Q . . . V .

8.083 87.3874 20.68 . Q . . . V .

8.167 87.5234 19.74 .Q . . . V .

8.250 87.6532 18.85 .Q . . . V .

Date: 4/17/2018 File Name: CCRRT4 Page: 33

8.333 87.7772 18.00 .Q . . . V .

8.417 87.8955 17.18 .Q . . . V .

8.500 88.0085 16.40 .Q . . . V .

8.583 88.1163 15.66 .Q . . . V .

8.667 88.2193 14.95 .Q . . . V.

8.750 88.3176 14.27 .Q . . . V.

8.833 88.4114 13.63 .Q . . . V.

8.917 88.5010 13.01 .Q . . . V.

9.000 88.5866 12.42 .Q . . . V.

9.083 88.6682 11.86 .Q . . . V.

9.167 88.7462 11.32 .Q . . . V.

9.250 88.8206 10.81 .Q . . . V.

9.333 88.8917 10.32 .Q . . . V.

9.417 88.9595 9.85 Q . . . V.

9.500 89.0243 9.40 Q . . . V.

9.583 89.0861 8.98 Q . . . V.

9.667 89.1451 8.57 Q . . . V.

9.750 89.2015 8.18 Q . . . V.

9.833 89.2553 7.81 Q . . . V.

9.917 89.3067 7.46 Q . . . V.

10.000 89.3557 7.12 Q . . . V.

10.083 89.4025 6.80 Q . . . V.

10.167 89.4472 6.49 Q . . . V.

10.250 89.4899 6.20 Q . . . V.

10.333 89.5306 5.92 Q . . . V.

10.417 89.5695 5.65 Q . . . V.

10.500 89.6067 5.39 Q . . . V.

10.583 89.6421 5.15 Q . . . V.

10.667 89.6759 4.91 Q . . . V.

10.750 89.7083 4.69 Q . . . V.

10.833 89.7391 4.48 Q . . . V.

10.917 89.7686 4.28 Q . . . V.

11.000 89.7967 4.08 Q . . . V.

11.083 89.8235 3.90 Q . . . V.

11.167 89.8491 3.72 Q . . . V.

11.250 89.8736 3.55 Q . . . V.

11.333 89.8970 3.39 Q . . . V.

11.417 89.9193 3.24 Q . . . V.

11.500 89.9405 3.09 Q . . . V.

11.583 89.9609 2.95 Q . . . V.

11.667 89.9803 2.82 Q . . . V.

11.750 89.9988 2.69 Q . . . V.

11.833 90.0165 2.57 Q . . . V.

11.917 90.0334 2.45 Q . . . V.

12.000 90.0495 2.34 Q . . . V.

12.083 90.0649 2.23 Q . . . V.

12.167 90.0796 2.13 Q . . . V.

12.250 90.0936 2.04 Q . . . V.

12.333 90.1070 1.94 Q . . . V.

12.417 90.1198 1.86 Q . . . V.

12.500 90.1320 1.77 Q . . . V.

12.583 90.1436 1.69 Q . . . V.

12.667 90.1547 1.62 Q . . . V.

12.750 90.1654 1.54 Q . . . V.

12.833 90.1755 1.47 Q . . . V.

12.917 90.1852 1.41 Q . . . V.

13.000 90.1944 1.34 Q . . . V.

13.083 90.2032 1.28 Q . . . V.

13.167 90.2117 1.22 Q . . . V.

13.250 90.2197 1.17 Q . . . V.

13.333 90.2274 1.11 Q . . . V.

13.417 90.2347 1.06 Q . . . V.

13.500 90.2417 1.02 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 34

13.583 90.2484 0.97 Q . . . V.

13.667 90.2548 0.93 Q . . . V.

13.750 90.2609 0.88 Q . . . V.

13.833 90.2667 0.84 Q . . . V.

13.917 90.2722 0.81 Q . . . V.

14.000 90.2775 0.77 Q . . . V.

14.083 90.2826 0.73 Q . . . V.

14.167 90.2874 0.70 Q . . . V.

14.250 90.2920 0.67 Q . . . V.

14.333 90.2964 0.64 Q . . . V.

14.417 90.3006 0.61 Q . . . V.

14.500 90.3046 0.58 Q . . . V.

14.583 90.3085 0.56 Q . . . V.

14.667 90.3121 0.53 Q . . . V.

14.750 90.3156 0.51 Q . . . V.

14.833 90.3189 0.48 Q . . . V.

14.917 90.3221 0.46 Q . . . V.

15.000 90.3252 0.44 Q . . . V.

15.083 90.3281 0.42 Q . . . V.

15.167 90.3308 0.40 Q . . . V.

15.250 90.3335 0.38 Q . . . V.

15.333 90.3360 0.37 Q . . . V.

15.417 90.3384 0.35 Q . . . V.

15.500 90.3407 0.33 Q . . . V.

15.583 90.3429 0.32 Q . . . V.

15.667 90.3450 0.30 Q . . . V.

15.750 90.3470 0.29 Q . . . V.

15.833 90.3489 0.28 Q . . . V.

15.917 90.3507 0.26 Q . . . V.

16.000 90.3525 0.25 Q . . . V.

16.083 90.3541 0.24 Q . . . V.

16.167 90.3557 0.23 Q . . . V.

16.250 90.3572 0.22 Q . . . V.

16.333 90.3587 0.21 Q . . . V.

16.417 90.3601 0.20 Q . . . V.

16.500 90.3614 0.19 Q . . . V.

16.583 90.3626 0.18 Q . . . V.

16.667 90.3639 0.17 Q . . . V.

16.750 90.3650 0.17 Q . . . V.

16.833 90.3661 0.16 Q . . . V.

16.917 90.3671 0.15 Q . . . V.

17.000 90.3681 0.14 Q . . . V.

17.083 90.3691 0.14 Q . . . V.

17.167 90.3700 0.13 Q . . . V.

17.250 90.3709 0.13 Q . . . V.

17.333 90.3717 0.12 Q . . . V.

17.417 90.3725 0.11 Q . . . V.

17.500 90.3733 0.11 Q . . . V.

17.583 90.3740 0.10 Q . . . V.

17.667 90.3747 0.10 Q . . . V.

17.750 90.3753 0.10 Q . . . V.

17.833 90.3759 0.09 Q . . . V.

17.917 90.3765 0.09 Q . . . V.

18.000 90.3771 0.08 Q . . . V.

18.083 90.3777 0.08 Q . . . V.

18.167 90.3782 0.08 Q . . . V.

18.250 90.3787 0.07 Q . . . V.

18.333 90.3792 0.07 Q . . . V.

18.417 90.3796 0.07 Q . . . V.

18.500 90.3801 0.06 Q . . . V.

18.583 90.3805 0.06 Q . . . V.

18.667 90.3809 0.06 Q . . . V.

18.750 90.3812 0.05 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 35

18.833 90.3816 0.05 Q . . . V.

18.917 90.3819 0.05 Q . . . V.

19.000 90.3823 0.05 Q . . . V.

19.083 90.3826 0.05 Q . . . V.

19.167 90.3829 0.04 Q . . . V.

19.250 90.3832 0.04 Q . . . V.

19.333 90.3834 0.04 Q . . . V.

19.417 90.3837 0.04 Q . . . V.

19.500 90.3839 0.04 Q . . . V.

19.583 90.3842 0.03 Q . . . V.

19.667 90.3844 0.03 Q . . . V.

19.750 90.3846 0.03 Q . . . V.

19.833 90.3848 0.03 Q . . . V.

19.917 90.3850 0.03 Q . . . V.

20.000 90.3852 0.03 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1205.0
10% 365.0
20% 255.0
30% 190.0
40% 150.0
50% 130.0
60% 110.0
70% 90.0
80% 70.0
90% 45.0
**************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 17.800 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.100 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

VALLEY S-GRAPH SELECTED
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.165
LOW SOIL-LOSS RATE PERCENT(DECIMAL) = 0.500
USER-ENTERED RAINFALL = 2.25 INCHES
RCFC&WCD 3-Hour Storm (5-Minute period) SELECTED
RCFC&WCD DEPTH-AREA ADJUSTMENT FACTOR(PLATE E-5.8) = 0.9999 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG-TIME = 83.333
Date: 4/17/2018 File Name: CCRRT4 Page: 36
============================================================================

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 13.994 30.124
2 59.664 98.314
3 78.792 41.177
4 86.766 17.165
5 91.428 10.036
6 94.514 6.644
7 96.650 4.597
8 98.044 3.002
9 98.699 1.408
10 99.289 1.271
11 99.716 0.918
12 99.929 0.459
13 100.000 0.153
Date: 4/17/2018 File Name: CCRRT4 Page: 37
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0138 0.0155
2 0.0292 0.0138 0.0155
3 0.0247 0.0124 0.0124
4 0.0337 0.0138 0.0200
5 0.0337 0.0138 0.0200
6 0.0405 0.0138 0.0267
7 0.0337 0.0138 0.0200
8 0.0405 0.0138 0.0267
9 0.0405 0.0138 0.0267
10 0.0337 0.0138 0.0200
11 0.0360 0.0138 0.0222
12 0.0405 0.0138 0.0267
13 0.0495 0.0138 0.0357
14 0.0495 0.0138 0.0357
15 0.0495 0.0138 0.0357
16 0.0450 0.0138 0.0312
17 0.0585 0.0138 0.0447
18 0.0607 0.0138 0.0470
19 0.0540 0.0138 0.0402
20 0.0607 0.0138 0.0470
21 0.0742 0.0138 0.0605
22 0.0697 0.0138 0.0560
23 0.0652 0.0138 0.0515
24 0.0675 0.0138 0.0537
25 0.0697 0.0138 0.0560
26 0.0945 0.0138 0.0807
27 0.1125 0.0138 0.0987
28 0.0787 0.0138 0.0650
29 0.1530 0.0138 0.1392
30 0.1642 0.0138 0.1505
31 0.1845 0.0138 0.1707
32 0.1327 0.0138 0.1190
33 0.0450 0.0138 0.0312
34 0.0405 0.0138 0.0267
35 0.0405 0.0138 0.0267
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.49
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.76
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.7218
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 2.6141
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 38
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 10.0 20.0 30.0 40.0
----------------------------------------------------------------------------

0.083 0.0032 0.47 Q . . . .

0.167 0.0169 1.99 VQ . . . .

0.250 0.0344 2.53 V Q . . . .

0.333 0.0531 2.72 V Q . . . .

0.417 0.0772 3.50 .V Q . . . .

0.500 0.1052 4.07 .V Q . . . .

0.583 0.1376 4.70 . V Q . . . .

0.667 0.1694 4.62 . V Q . . . .

0.750 0.2050 5.18 . V Q . . . .

0.833 0.2412 5.25 . V Q . . . .

0.917 0.2741 4.78 . Q . . . .

1.000 0.3080 4.93 . Q . . . .

1.083 0.3470 5.66 . Q . . . .

1.167 0.3933 6.73 . Q . . . .

1.250 0.4427 7.17 . VQ . . . .

1.333 0.4925 7.23 . Q . . . .

1.417 0.5428 7.31 . QV . . . .

1.500 0.6021 8.60 . QV. . . .

1.583 0.6651 9.15 . QV . . .

1.667 0.7271 9.00 . Q .V . . .

1.750 0.7956 9.95 . Q. V . . .

1.833 0.8742 11.41 . .Q V . . .

1.917 0.9535 11.51 . .Q V . . .

2.000 1.0310 11.26 . .Q V . . .

2.083 1.1099 11.46 . .Q V . . .

2.167 1.1961 12.51 . . Q V . . .

2.250 1.3037 15.63 . . Q V. . .

2.333 1.4239 17.46 . . Q .V . .

2.417 1.5449 17.57 . . Q . V . .

2.500 1.7130 24.40 . . . Q V . .

2.583 1.9125 28.96 . . . QV. .

2.667 2.1262 31.03 . . . .QV .

2.750 2.2984 25.01 . . . Q . V .

2.833 2.4018 15.01 . . Q . . V .

2.917 2.4750 10.64 . Q . . V .

3.000 2.5317 8.23 . Q . . . V .

3.083 2.5660 4.98 . Q . . . V.

3.167 2.5852 2.78 . Q . . . V.

3.250 2.5967 1.67 .Q . . . V.

3.333 2.6039 1.06 .Q . . . V.

3.417 2.6087 0.69 Q . . . V.

3.500 2.6115 0.40 Q . . . V.

3.583 2.6128 0.20 Q . . . V.

3.667 2.6135 0.10 Q . . . V.

3.750 2.6139 0.05 Q . . . V.

3.833 2.6140 0.02 Q . . . V.

3.917 2.6141 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Date: 4/17/2018 File Name: CCRRT4 Page: 39
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 235.0
10% 165.0
20% 115.0
30% 75.0
40% 45.0
50% 35.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0
----------------------------------------------------------------------------

0.083 0.0090 1.30 Q . . . .

0.167 0.0481 5.69 Q . . . .

0.250 0.1038 8.09 Q . . . .

0.333 0.1750 10.33 VQ . . . .

0.417 0.2767 14.77 VQ . . . .

0.500 0.4094 19.28 VQ . . . .

0.583 0.5779 24.46 V Q . . . .

0.667 0.7753 28.66 V Q . . . .

0.750 1.0140 34.66 V Q . . . .

0.833 1.2886 39.88 V Q . . . .

0.917 1.5920 44.06 V Q . . . .

1.000 1.9333 49.54 V Q . . . .

1.083 2.3203 56.20 V Q . . . .

1.167 2.7588 63.68 .V Q . . . .

1.250 3.2429 70.29 .V Q . . . .

1.333 3.7707 76.63 .V Q . . . .

1.417 4.3454 83.44 .V Q . . . .

1.500 4.9867 93.13 . V Q. . . .

1.583 5.6859 101.52 . V Q . . .

1.667 6.4357 108.87 . V Q . . .

1.750 7.2555 119.04 . V .Q . . .

1.833 8.1558 130.72 . V . Q . . .

1.917 9.1199 139.99 . V . Q . . .

2.000 10.1465 149.06 . V . Q . . .

2.083 11.2714 163.33 . V . Q . . .

2.167 12.5613 187.29 . V . Q . . .

2.250 14.0452 215.46 . V . .Q . .

2.333 15.6774 237.00 . V . . Q . .

2.417 17.4437 256.47 . V . . Q . .

2.500 19.4644 293.41 . V . . Q. .

2.583 21.7333 329.45 . V. . . Q .

2.667 24.2380 363.68 . V . . Q .

2.750 26.8418 378.07 . .V . . Q .

2.833 29.4484 378.48 . . V . . Q .

2.917 32.1062 385.92 . . V . . Q .

3.000 34.7946 390.36 . . V . . Q.

Date: 4/17/2018 File Name: CCRRT4 Page: 40

3.083 37.4535 386.07 . . V . . Q .

3.167 40.0700 379.91 . . V . . Q .

3.250 42.6376 372.82 . . V . . Q .

3.333 45.1462 364.24 . . V. . Q .

3.417 47.5875 354.48 . . V . Q .

3.500 49.9561 343.91 . . .V . Q .

3.583 52.2495 333.00 . . . V . Q .

3.667 54.4671 322.00 . . . V . Q .

3.750 56.6030 310.15 . . . V .Q .

3.833 58.6359 295.17 . . . V Q. .

3.917 60.5499 277.92 . . . VQ . .

4.000 62.3479 261.06 . . . Q . .

4.083 64.0345 244.89 . . . Q V . .

4.167 65.6146 229.44 . . . Q V . .

4.250 67.0933 214.71 . . .Q V . .

4.333 68.4753 200.67 . . Q V. .

4.417 69.7652 187.29 . . Q . V .

4.500 70.9513 172.23 . . Q . V .

4.583 72.0155 154.52 . . Q . V .

4.667 72.9732 139.07 . . Q . .V .

4.750 73.8668 129.75 . . Q . .V .

4.833 74.7215 124.10 . . Q . . V .

4.917 75.5408 118.97 . .Q . . V .

5.000 76.3260 114.01 . .Q . . V .

5.083 77.0780 109.19 . Q . . V .

5.167 77.7975 104.48 . Q . . V .

5.250 78.4854 99.88 . Q. . . V .

5.333 79.1427 95.43 . Q. . . V .

5.417 79.7704 91.14 . Q. . . V .

5.500 80.3698 87.04 . Q . . . V .

5.583 80.9421 83.10 . Q . . . V .

5.667 81.4885 79.34 . Q . . . V .

5.750 82.0101 75.74 . Q . . . V .

5.833 82.5081 72.31 . Q . . . V .

5.917 82.9836 69.04 . Q . . . V .

6.000 83.4375 65.91 . Q . . . V .

6.083 83.8708 62.92 . Q . . . V .

6.167 84.2846 60.07 . Q . . . V .

6.250 84.6795 57.35 . Q . . . V .

6.333 85.0566 54.75 . Q . . . V .

6.417 85.4166 52.27 . Q . . . V .

6.500 85.7603 49.90 . Q . . . V .

6.583 86.0884 47.64 . Q . . . V .

6.667 86.4017 45.48 . Q . . . V .

6.750 86.7007 43.42 . Q . . . V .

6.833 86.9863 41.46 . Q . . . V .

6.917 87.2588 39.58 . Q . . . V .

7.000 87.5191 37.79 . Q . . . V .

7.083 87.7675 36.07 . Q . . . V .

7.167 88.0047 34.44 . Q . . . V .

7.250 88.2311 32.88 . Q . . . V .

7.333 88.4473 31.39 . Q . . . V .

7.417 88.6537 29.97 . Q . . . V .

7.500 88.8508 28.61 . Q . . . V .

7.583 89.0389 27.31 . Q . . . V .

7.667 89.2185 26.08 . Q . . . V .

7.750 89.3899 24.90 . Q . . . V .

7.833 89.5536 23.77 . Q . . . V .

7.917 89.7099 22.69 . Q . . . V .

8.000 89.8591 21.66 . Q . . . V .

8.083 90.0015 20.68 . Q . . . V .

8.167 90.1375 19.74 .Q . . . V .

8.250 90.2673 18.85 .Q . . . V .

Date: 4/17/2018 File Name: CCRRT4 Page: 41

8.333 90.3913 18.00 .Q . . . V .

8.417 90.5096 17.18 .Q . . . V .

8.500 90.6226 16.40 .Q . . . V .

8.583 90.7304 15.66 .Q . . . V.

8.667 90.8334 14.95 .Q . . . V.

8.750 90.9317 14.27 .Q . . . V.

8.833 91.0255 13.63 .Q . . . V.

8.917 91.1151 13.01 .Q . . . V.

9.000 91.2007 12.42 .Q . . . V.

9.083 91.2823 11.86 .Q . . . V.

9.167 91.3603 11.32 .Q . . . V.

9.250 91.4347 10.81 .Q . . . V.

9.333 91.5058 10.32 .Q . . . V.

9.417 91.5736 9.85 Q . . . V.

9.500 91.6384 9.40 Q . . . V.

9.583 91.7002 8.98 Q . . . V.

9.667 91.7592 8.57 Q . . . V.

9.750 91.8156 8.18 Q . . . V.

9.833 91.8694 7.81 Q . . . V.

9.917 91.9208 7.46 Q . . . V.

10.000 91.9698 7.12 Q . . . V.

10.083 92.0166 6.80 Q . . . V.

10.167 92.0613 6.49 Q . . . V.

10.250 92.1040 6.20 Q . . . V.

10.333 92.1447 5.92 Q . . . V.

10.417 92.1836 5.65 Q . . . V.

10.500 92.2207 5.39 Q . . . V.

10.583 92.2562 5.15 Q . . . V.

10.667 92.2900 4.91 Q . . . V.

10.750 92.3223 4.69 Q . . . V.

10.833 92.3532 4.48 Q . . . V.

10.917 92.3826 4.28 Q . . . V.

11.000 92.4108 4.08 Q . . . V.

11.083 92.4376 3.90 Q . . . V.

11.167 92.4632 3.72 Q . . . V.

11.250 92.4877 3.55 Q . . . V.

11.333 92.5110 3.39 Q . . . V.

11.417 92.5333 3.24 Q . . . V.

11.500 92.5546 3.09 Q . . . V.

11.583 92.5750 2.95 Q . . . V.

11.667 92.5944 2.82 Q . . . V.

11.750 92.6129 2.69 Q . . . V.

11.833 92.6306 2.57 Q . . . V.

11.917 92.6475 2.45 Q . . . V.

12.000 92.6636 2.34 Q . . . V.

12.083 92.6790 2.23 Q . . . V.

12.167 92.6937 2.13 Q . . . V.

12.250 92.7077 2.04 Q . . . V.

12.333 92.7211 1.94 Q . . . V.

12.417 92.7339 1.86 Q . . . V.

12.500 92.7461 1.77 Q . . . V.

12.583 92.7577 1.69 Q . . . V.

12.667 92.7688 1.62 Q . . . V.

12.750 92.7795 1.54 Q . . . V.

12.833 92.7896 1.47 Q . . . V.

12.917 92.7993 1.41 Q . . . V.

13.000 92.8085 1.34 Q . . . V.

13.083 92.8173 1.28 Q . . . V.

13.167 92.8258 1.22 Q . . . V.

13.250 92.8338 1.17 Q . . . V.

13.333 92.8415 1.11 Q . . . V.

13.417 92.8488 1.06 Q . . . V.

13.500 92.8558 1.02 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 42

13.583 92.8625 0.97 Q . . . V.

13.667 92.8689 0.93 Q . . . V.

13.750 92.8750 0.88 Q . . . V.

13.833 92.8808 0.84 Q . . . V.

13.917 92.8863 0.81 Q . . . V.

14.000 92.8916 0.77 Q . . . V.

14.083 92.8967 0.73 Q . . . V.

14.167 92.9015 0.70 Q . . . V.

14.250 92.9061 0.67 Q . . . V.

14.333 92.9105 0.64 Q . . . V.

14.417 92.9147 0.61 Q . . . V.

14.500 92.9187 0.58 Q . . . V.

14.583 92.9226 0.56 Q . . . V.

14.667 92.9262 0.53 Q . . . V.

14.750 92.9297 0.51 Q . . . V.

14.833 92.9330 0.48 Q . . . V.

14.917 92.9362 0.46 Q . . . V.

15.000 92.9393 0.44 Q . . . V.

15.083 92.9422 0.42 Q . . . V.

15.167 92.9449 0.40 Q . . . V.

15.250 92.9476 0.38 Q . . . V.

15.333 92.9501 0.37 Q . . . V.

15.417 92.9525 0.35 Q . . . V.

15.500 92.9548 0.33 Q . . . V.

15.583 92.9570 0.32 Q . . . V.

15.667 92.9591 0.30 Q . . . V.

15.750 92.9611 0.29 Q . . . V.

15.833 92.9630 0.28 Q . . . V.

15.917 92.9648 0.26 Q . . . V.

16.000 92.9666 0.25 Q . . . V.

16.083 92.9682 0.24 Q . . . V.

16.167 92.9698 0.23 Q . . . V.

16.250 92.9713 0.22 Q . . . V.

16.333 92.9728 0.21 Q . . . V.

16.417 92.9742 0.20 Q . . . V.

16.500 92.9755 0.19 Q . . . V.

16.583 92.9767 0.18 Q . . . V.

16.667 92.9779 0.17 Q . . . V.

16.750 92.9791 0.17 Q . . . V.

16.833 92.9802 0.16 Q . . . V.

16.917 92.9812 0.15 Q . . . V.

17.000 92.9822 0.14 Q . . . V.

17.083 92.9832 0.14 Q . . . V.

17.167 92.9841 0.13 Q . . . V.

17.250 92.9850 0.13 Q . . . V.

17.333 92.9858 0.12 Q . . . V.

17.417 92.9866 0.11 Q . . . V.

17.500 92.9873 0.11 Q . . . V.

17.583 92.9881 0.10 Q . . . V.

17.667 92.9888 0.10 Q . . . V.

17.750 92.9894 0.10 Q . . . V.

17.833 92.9900 0.09 Q . . . V.

17.917 92.9906 0.09 Q . . . V.

18.000 92.9912 0.08 Q . . . V.

18.083 92.9918 0.08 Q . . . V.

18.167 92.9923 0.08 Q . . . V.

18.250 92.9928 0.07 Q . . . V.

18.333 92.9932 0.07 Q . . . V.

18.417 92.9937 0.07 Q . . . V.

18.500 92.9941 0.06 Q . . . V.

18.583 92.9946 0.06 Q . . . V.

18.667 92.9949 0.06 Q . . . V.

18.750 92.9953 0.05 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 43

18.833 92.9957 0.05 Q . . . V.

18.917 92.9960 0.05 Q . . . V.

19.000 92.9964 0.05 Q . . . V.

19.083 92.9967 0.05 Q . . . V.

19.167 92.9970 0.04 Q . . . V.

19.250 92.9972 0.04 Q . . . V.

19.333 92.9975 0.04 Q . . . V.

19.417 92.9978 0.04 Q . . . V.

19.500 92.9980 0.04 Q . . . V.

19.583 92.9983 0.03 Q . . . V.

19.667 92.9985 0.03 Q . . . V.

19.750 92.9987 0.03 Q . . . V.

19.833 92.9989 0.03 Q . . . V.

19.917 92.9991 0.03 Q . . . V.

20.000 92.9993 0.03 Q . . . V.

20.083 92.9995 0.03 Q . . . V.

20.167 92.9997 0.02 Q . . . V.

20.250 92.9998 0.02 Q . . . V.

20.333 93.0000 0.02 Q . . . V.

20.417 93.0001 0.02 Q . . . V.

20.500 93.0003 0.02 Q . . . V.

20.583 93.0004 0.02 Q . . . V.

20.667 93.0005 0.02 Q . . . V.

20.750 93.0007 0.02 Q . . . V.

20.833 93.0008 0.02 Q . . . V.

20.917 93.0009 0.02 Q . . . V.

21.000 93.0010 0.02 Q . . . V.

21.083 93.0011 0.01 Q . . . V.

21.167 93.0012 0.01 Q . . . V.

21.250 93.0013 0.01 Q . . . V.

21.333 93.0014 0.01 Q . . . V.

21.417 93.0015 0.01 Q . . . V.

21.500 93.0015 0.01 Q . . . V.

21.583 93.0016 0.01 Q . . . V.

21.667 93.0017 0.01 Q . . . V.

21.750 93.0018 0.01 Q . . . V.

21.833 93.0018 0.01 Q . . . V.

21.917 93.0019 0.01 Q . . . V.

22.000 93.0020 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1325.0
10% 370.0
20% 260.0
30% 195.0
40% 150.0
50% 130.0
60% 110.0
70% 90.0
80% 70.0
90% 50.0
**************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 105.00 IS CODE = 5.2 ---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 44
>>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< ============================================================================

ASSUMED REGULAR CHANNEL INFORMATION:

BASEWIDTH(FT) = 4.00 CHANNEL Z = 1.50
UPSTREAM ELEVATION(FT) = 2447.00
DOWNSTREAM ELEVATION(FT) = 2422.00
CHANNEL LENGTH(FT) = 1430.00 MANNING'S FACTOR = 0.015
CONSTANT LOSS RATE(CFS) = 0.00
CHANNEL ROUTING COEFFICIENT ESTIMATED:

MAXIMUM INFLOW(CFS) = 390.36
AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 312.26 CHANNEL NORMAL VELOCITY FOR Q = 312.26 CFS = 16.77 FPS
ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.908
MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE
UNIT INTERVALS IS CSTAR = 0.999
CONVEX METHOD CHANNEL ROUTING RESULTS:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 1.30 0.96 0.96

0.167 5.69 4.55 4.55

0.250 8.09 7.47 7.47

0.333 10.33 9.75 9.75

0.417 14.77 13.62 13.62

0.500 19.28 18.11 18.11

0.583 24.46 23.12 23.12

0.667 28.66 27.57 27.57

0.750 34.66 33.10 33.10

0.833 39.88 38.53 38.53

0.917 44.06 42.98 42.98

1.000 49.54 48.12 48.12

1.083 56.20 54.47 54.47

1.167 63.68 61.74 61.74

1.250 70.29 68.58 68.58

1.333 76.63 74.99 74.99

1.417 83.44 81.68 81.68

1.500 93.13 90.62 90.62

1.583 101.52 99.35 99.35

1.667 108.87 106.96 106.96

1.750 119.04 116.41 116.41

1.833 130.72 127.69 127.69

1.917 139.99 137.59 137.59

2.000 149.06 146.71 146.71

2.083 163.33 159.63 159.63

2.167 187.29 181.09 181.09

2.250 215.46 208.17 208.17

2.333 237.00 231.42 231.42

2.417 256.47 251.42 251.42

2.500 293.41 283.84 283.84
Date: 4/17/2018 File Name: CCRRT4 Page: 45

2.583 329.45 320.11 320.11

2.667 363.68 354.82 354.82

2.750 378.07 374.34 374.34

2.833 378.48 378.37 378.37

2.917 385.92 383.99 383.99

3.000 390.36 389.21 389.21

3.083 386.07 387.18 387.18

3.167 379.91 381.51 381.51

3.250 372.82 374.66 374.66

3.333 364.24 366.46 366.46

3.417 354.48 357.01 357.01

3.500 343.91 346.65 346.65

3.583 333.00 335.82 335.82

3.667 322.00 324.85 324.85

3.750 310.15 313.22 313.22

3.833 295.17 299.05 299.05

3.917 277.92 282.39 282.39

4.000 261.06 265.43 265.43

4.083 244.89 249.08 249.08

4.167 229.44 233.44 233.44

4.250 214.71 218.52 218.52

4.333 200.67 204.31 204.31

4.417 187.29 190.76 190.76

4.500 172.23 176.13 176.13

4.583 154.52 159.10 159.10

4.667 139.07 143.07 143.07

4.750 129.75 132.17 132.17

4.833 124.10 125.56 125.56

4.917 118.97 120.30 120.30

5.000 114.01 115.29 115.29

5.083 109.19 110.43 110.43

5.167 104.48 105.70 105.70

5.250 99.88 101.07 101.07

5.333 95.43 96.58 96.58

5.417 91.14 92.25 92.25

5.500 87.04 88.10 88.10

5.583 83.10 84.12 84.12

5.667 79.34 80.31 80.31

5.750 75.74 76.67 76.67

5.833 72.31 73.20 73.20

5.917 69.04 69.88 69.88

6.000 65.91 66.72 66.72

6.083 62.92 63.70 63.70

6.167 60.07 60.81 60.81

6.250 57.35 58.05 58.05

6.333 54.75 55.42 55.42

6.417 52.27 52.91 52.91

6.500 49.90 50.52 50.52

6.583 47.64 48.23 48.23

6.667 45.48 46.04 46.04

6.750 43.42 43.96 43.96

6.833 41.46 41.97 41.97

6.917 39.58 40.07 40.07

7.000 37.79 38.25 38.25

7.083 36.07 36.52 36.52

7.167 34.44 34.86 34.86

7.250 32.88 33.28 33.28

7.333 31.39 31.78 31.78

7.417 29.97 30.34 30.34

7.500 28.61 28.96 28.96

7.583 27.31 27.65 27.65

7.667 26.08 26.40 26.40

7.750 24.90 25.20 25.20
Date: 4/17/2018 File Name: CCRRT4 Page: 46

7.833 23.77 24.06 24.06

7.917 22.69 22.97 22.97

8.000 21.66 21.93 21.93

8.083 20.68 20.94 20.94

8.167 19.74 19.99 19.99

8.250 18.85 19.08 19.08

8.333 18.00 18.22 18.22

8.417 17.18 17.39 17.39

8.500 16.40 16.60 16.60

8.583 15.66 15.85 15.85

8.667 14.95 15.13 15.13

8.750 14.27 14.45 14.45

8.833 13.63 13.79 13.79

8.917 13.01 13.17 13.17

9.000 12.42 12.57 12.57

9.083 11.86 12.00 12.00

9.167 11.32 11.46 11.46

9.250 10.81 10.94 10.94

9.333 10.32 10.44 10.44

9.417 9.85 9.97 9.97

9.500 9.40 9.52 9.52

9.583 8.98 9.09 9.09

9.667 8.57 8.68 8.68

9.750 8.18 8.28 8.28

9.833 7.81 7.91 7.91

9.917 7.46 7.55 7.55

10.000 7.12 7.21 7.21

10.083 6.80 6.88 6.88

10.167 6.49 6.57 6.57

10.250 6.20 6.27 6.27

10.333 5.92 5.99 5.99

10.417 5.65 5.72 5.72

10.500 5.39 5.46 5.46

10.583 5.15 5.21 5.21

10.667 4.91 4.97 4.97

10.750 4.69 4.75 4.75

10.833 4.48 4.53 4.53

10.917 4.28 4.33 4.33

11.000 4.08 4.13 4.13

11.083 3.90 3.95 3.95

11.167 3.72 3.77 3.77

11.250 3.55 3.60 3.60

11.333 3.39 3.43 3.43

11.417 3.24 3.28 3.28

11.500 3.09 3.13 3.13

11.583 2.95 2.99 2.99

11.667 2.82 2.85 2.85

11.750 2.69 2.72 2.72

11.833 2.57 2.60 2.60

11.917 2.45 2.48 2.48

12.000 2.34 2.37 2.37

12.083 2.23 2.26 2.26

12.167 2.13 2.16 2.16

12.250 2.04 2.06 2.06

12.333 1.94 1.97 1.97

12.417 1.86 1.88 1.88

12.500 1.77 1.79 1.79

12.583 1.69 1.71 1.71

12.667 1.62 1.64 1.64

12.750 1.54 1.56 1.56

12.833 1.47 1.49 1.49

12.917 1.41 1.42 1.42

13.000 1.34 1.36 1.36
Date: 4/17/2018 File Name: CCRRT4 Page: 47

13.083 1.28 1.30 1.30

13.167 1.22 1.24 1.24

13.250 1.17 1.18 1.18

13.333 1.11 1.13 1.13

13.417 1.06 1.08 1.08

13.500 1.02 1.03 1.03

13.583 0.97 0.98 0.98

13.667 0.93 0.94 0.94

13.750 0.88 0.89 0.89

13.833 0.84 0.85 0.85

13.917 0.81 0.82 0.82

14.000 0.77 0.78 0.78

14.083 0.73 0.74 0.74

14.167 0.70 0.71 0.71

14.250 0.67 0.68 0.68

14.333 0.64 0.65 0.65

14.417 0.61 0.62 0.62

14.500 0.58 0.59 0.59

14.583 0.56 0.56 0.56

14.667 0.53 0.54 0.54

14.750 0.51 0.51 0.51

14.833 0.48 0.49 0.49

14.917 0.46 0.47 0.47

15.000 0.44 0.45 0.45

15.083 0.42 0.43 0.43

15.167 0.40 0.41 0.41

15.250 0.38 0.39 0.39

15.333 0.37 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.33 0.34 0.34

15.583 0.32 0.32 0.32

15.667 0.30 0.31 0.31

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.26 0.27 0.27

16.000 0.25 0.26 0.26

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.18 0.19 0.19

16.667 0.17 0.18 0.18

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.14 0.15 0.15

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.11 0.12 0.12

17.500 0.11 0.11 0.11

17.583 0.10 0.11 0.11

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07
Date: 4/17/2018 File Name: CCRRT4 Page: 48

18.333 0.07 0.07 0.07

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.05 0.06 0.06

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.02 0.03 0.03

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.01 0.02 0.02

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 93.003 AF
OUTFLOW VOLUME = 93.003 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERCOURSE LENGTH = 5250.000 FEET
LENGTH FROM CONCENTRATION POINT TO CENTROID = 2713.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 77.000 FEET
Date: 4/17/2018 File Name: CCRRT4 Page: 49
BASIN FACTOR = 0.025
WATERSHED AREA = 147.100 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
WATERCOURSE "LAG" TIME = 0.203 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

VALLEY S-GRAPH SELECTED
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.137
LOW SOIL-LOSS RATE PERCENT(DECIMAL) = 0.500
USER-ENTERED RAINFALL = 2.25 INCHES
RCFC&WCD 3-Hour Storm (5-Minute period) SELECTED
RCFC&WCD DEPTH-AREA ADJUSTMENT FACTOR(PLATE E-5.8) = 0.9994 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG-TIME = 40.964
============================================================================

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 4.421 78.653
2 22.756 326.172
3 50.537 494.222
4 67.151 295.569
5 75.644 151.079
6 81.046 96.113
7 84.952 69.478
8 87.882 52.119
9 90.206 41.358
10 92.082 33.371
11 93.624 27.422
12 94.914 22.960
13 96.046 20.128
14 96.874 14.733
15 97.668 14.121
16 98.172 8.969
17 98.466 5.228
18 98.760 5.232
19 99.054 5.228
20 99.348 5.228
21 99.641 5.228
22 99.935 5.228
23 100.000 1.149
Date: 4/17/2018 File Name: CCRRT4 Page: 50
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0114 0.0178
2 0.0292 0.0114 0.0178
3 0.0247 0.0114 0.0133
4 0.0337 0.0114 0.0223
5 0.0337 0.0114 0.0223
6 0.0405 0.0114 0.0290
7 0.0337 0.0114 0.0223
8 0.0405 0.0114 0.0290
9 0.0405 0.0114 0.0290
10 0.0337 0.0114 0.0223
11 0.0360 0.0114 0.0245
12 0.0405 0.0114 0.0290
13 0.0495 0.0114 0.0380
14 0.0495 0.0114 0.0380
15 0.0495 0.0114 0.0380
16 0.0450 0.0114 0.0335
17 0.0585 0.0114 0.0470
18 0.0607 0.0114 0.0493
19 0.0540 0.0114 0.0425
20 0.0607 0.0114 0.0493
21 0.0742 0.0114 0.0628
22 0.0697 0.0114 0.0583
23 0.0652 0.0114 0.0538
24 0.0675 0.0114 0.0560
25 0.0697 0.0114 0.0583
26 0.0944 0.0114 0.0830
27 0.1124 0.0114 0.1010
28 0.0787 0.0114 0.0673
29 0.1529 0.0114 0.1415
30 0.1642 0.0114 0.1527
31 0.1844 0.0114 0.1730
32 0.1327 0.0114 0.1212
33 0.0450 0.0114 0.0335
34 0.0405 0.0114 0.0290
35 0.0405 0.0114 0.0290
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.41
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.84
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 4.9881
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 22.5655
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 51
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 75.0 150.0 225.0 300.0
----------------------------------------------------------------------------

0.083 0.0096 1.40 Q . . . .

0.167 0.0593 7.21 Q . . . .

0.250 0.1670 15.65 V Q . . . .

0.333 0.3058 20.15 V Q . . . .

0.417 0.4680 23.55 V Q . . . .

0.500 0.6671 28.91 .V Q . . . .

0.583 0.8999 33.79 .V Q . . . .

0.667 1.1568 37.31 . V Q . . . .

0.750 1.4286 39.46 . V Q . . . .

0.833 1.7197 42.27 . V Q . . . .

0.917 2.0134 42.64 . V Q . . . .

1.000 2.3018 41.87 . VQ . . . .

1.083 2.6064 44.23 . VQ . . . .

1.167 2.9496 49.83 . VQ . . . .

1.250 3.3350 55.96 . V Q . . . .

1.333 3.7427 59.21 . VQ . . . .

1.417 4.1611 60.75 . VQ . . . .

1.500 4.6051 64.47 . Q . . . .

1.583 5.0942 71.01 . Q. . . .

1.667 5.6076 74.55 . Q. . . .

1.750 6.1404 77.36 . Q . . .

1.833 6.7230 84.60 . .Q . . .

1.917 7.3548 91.74 . . QV . . .

2.000 7.9991 93.55 . . Q V . . .

2.083 8.6461 93.95 . . Q V . . .

2.167 9.3196 97.79 . . Q V . . .

2.250 10.0735 109.47 . . Q V . . .

2.333 10.9433 126.29 . . Q V. . .

2.417 11.8955 138.27 . . Q .V . .

2.500 12.9727 156.41 . . Q V . .

2.583 14.3090 194.02 . . . Q . .

2.667 15.8440 222.89 . . . VQ. .

2.750 17.3820 223.31 . . . QV .

2.833 18.6458 183.51 . . . Q . V .

2.917 19.5601 132.76 . . Q . . V .

3.000 20.2603 101.67 . . Q . . V .

3.083 20.8073 79.42 . Q . . V .

3.167 21.2042 57.63 . Q . . . V .

3.250 21.4919 41.78 . Q . . . V .

3.333 21.7129 32.08 . Q . . . V .

3.417 21.8898 25.69 . Q . . . V .

3.500 22.0318 20.62 . Q . . . V.

3.583 22.1473 16.78 . Q . . . V.

3.667 22.2402 13.49 .Q . . . V.

3.750 22.3137 10.68 .Q . . . V.

3.833 22.3717 8.42 .Q . . . V.

3.917 22.4168 6.55 Q . . . V.

4.000 22.4535 5.33 Q . . . V.

4.083 22.4844 4.49 Q . . . V.

4.167 22.5108 3.84 Q . . . V.

4.250 22.5318 3.04 Q . . . V.

4.333 22.5471 2.23 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 52

4.417 22.5564 1.35 Q . . . V.

4.500 22.5609 0.65 Q . . . V.

4.583 22.5635 0.38 Q . . . V.

4.667 22.5650 0.22 Q . . . V.

4.750 22.5655 0.07 Q . . . V.

4.833 22.5655 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 290.0
10% 185.0
20% 125.0
30% 95.0
40% 70.0
50% 40.0
60% 30.0
70% 25.0
80% 20.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 150.0 300.0 450.0 600.0
----------------------------------------------------------------------------

0.083 0.0163 2.36 Q . . . .

0.167 0.0973 11.76 Q . . . .

0.250 0.2565 23.11 VQ . . . .

0.333 0.4624 29.90 VQ . . . .

0.417 0.7184 37.17 V Q . . . .

0.500 1.0422 47.02 V Q . . . .

0.583 1.4341 56.91 V Q . . . .

0.667 1.8810 64.88 V Q . . . .

0.750 2.3807 72.57 V Q . . . .

0.833 2.9372 80.80 .V Q . . . .

0.917 3.5269 85.62 .V Q . . . .

1.000 4.1467 89.99 .V Q . . . .

1.083 4.8264 98.70 .V Q . . . .

1.167 5.5948 111.57 .V Q . . . .

1.250 6.4525 124.54 . V Q . . . .

1.333 7.3767 134.20 . V Q . . . .

1.417 8.3577 142.43 . V Q. . . .

1.500 9.4258 155.09 . V Q . . .

1.583 10.5990 170.35 . V .Q . . .

1.667 11.8491 181.51 . V . Q . . .

1.750 13.1836 193.77 . V . Q . . .

1.833 14.6456 212.29 . V . Q . . .

1.917 16.2250 229.33 . V . Q . . .

2.000 17.8797 240.26 . V . Q . . .

2.083 19.6261 253.58 . V . Q . . .

Date: 4/17/2018 File Name: CCRRT4 Page: 53

2.167 21.5468 278.88 . V . Q . . .

2.250 23.7343 317.63 . V . .Q . .

2.333 26.1979 357.71 . V. . Q . .

2.417 28.8817 389.69 . V. . Q . .

2.500 31.9138 440.25 . .V . Q. .

2.583 35.4546 514.14 . . V . . Q .

2.667 39.4333 577.70 . . V . . Q .

2.750 43.5493 597.65 . . V . . Q.

2.833 47.4190 561.88 . . V . . Q .

2.917 50.9779 516.75 . . V . . Q .

3.000 54.3586 490.88 . . V . . Q .

3.083 57.5721 466.60 . . V. .Q .

3.167 60.5964 439.13 . . V Q. .

3.250 63.4645 416.44 . . .V Q . .

3.333 66.2092 398.54 . . . V Q . .

3.417 68.8449 382.70 . . . V Q . .

3.500 71.3743 367.27 . . . Q . .

3.583 73.8027 352.60 . . . Q V . .

3.667 76.1328 338.33 . . . Q V . .

3.750 78.3635 323.89 . . .Q V . .

3.833 80.4810 307.46 . . Q V . .

3.917 82.4709 288.94 . . Q. V . .

4.000 84.3356 270.76 . . Q . V. .

4.083 86.0820 253.57 . . Q . V. .

4.167 87.7161 237.28 . . Q . V .

4.250 89.2420 221.56 . . Q . V .

4.333 90.6644 206.53 . . Q . .V .

4.417 91.9874 192.10 . . Q . .V .

4.500 93.2049 176.78 . .Q . . V .

4.583 94.3033 159.48 . Q . . V .

4.667 95.2901 143.29 . Q. . . V .

4.750 96.2008 132.23 . Q . . . V .

4.833 97.0657 125.57 . Q . . . V .

4.917 97.8941 120.30 . Q . . . V .

5.000 98.6882 115.29 . Q . . . V .

5.083 99.4487 110.43 . Q . . . V .

5.167 100.1767 105.70 . Q . . . V .

5.250 100.8728 101.07 . Q . . . V .

5.333 101.5379 96.58 . Q . . . V .

5.417 102.1733 92.25 . Q . . . V .

5.500 102.7801 88.10 . Q . . . V .

5.583 103.3594 84.12 . Q . . . V .

5.667 103.9125 80.31 . Q . . . V .

5.750 104.4405 76.67 . Q . . . V .

5.833 104.9447 73.20 . Q . . . V .

5.917 105.4260 69.88 . Q . . . V .

6.000 105.8855 66.72 . Q . . . V .

6.083 106.3241 63.70 . Q . . . V .

6.167 106.7429 60.81 . Q . . . V .

6.250 107.1428 58.05 . Q . . . V .

6.333 107.5245 55.42 . Q . . . V .

6.417 107.8889 52.91 . Q . . . V .

6.500 108.2368 50.52 . Q . . . V .

6.583 108.5690 48.23 . Q . . . V .

6.667 108.8861 46.04 . Q . . . V .

6.750 109.1888 43.96 . Q . . . V .

6.833 109.4778 41.97 . Q . . . V .

6.917 109.7538 40.07 . Q . . . V .

7.000 110.0172 38.25 . Q . . . V .

7.083 110.2687 36.52 . Q . . . V .

7.167 110.5088 34.86 . Q . . . V .

7.250 110.7380 33.28 . Q . . . V .

7.333 110.9569 31.78 . Q . . . V .

Date: 4/17/2018 File Name: CCRRT4 Page: 54

7.417 111.1658 30.34 . Q . . . V .

7.500 111.3653 28.96 .Q . . . V .

7.583 111.5557 27.65 .Q . . . V .

7.667 111.7375 26.40 .Q . . . V .

7.750 111.9110 25.20 .Q . . . V .

7.833 112.0768 24.06 .Q . . . V .

7.917 112.2349 22.97 .Q . . . V .

8.000 112.3860 21.93 .Q . . . V .

8.083 112.5302 20.94 .Q . . . V .

8.167 112.6678 19.99 .Q . . . V .

8.250 112.7992 19.08 .Q . . . V.

8.333 112.9247 18.22 .Q . . . V.

8.417 113.0445 17.39 .Q . . . V.

8.500 113.1588 16.60 .Q . . . V.

8.583 113.2680 15.85 .Q . . . V.

8.667 113.3722 15.13 .Q . . . V.

8.750 113.4718 14.45 Q . . . V.

8.833 113.5668 13.79 Q . . . V.

8.917 113.6575 13.17 Q . . . V.

9.000 113.7440 12.57 Q . . . V.

9.083 113.8267 12.00 Q . . . V.

9.167 113.9056 11.46 Q . . . V.

9.250 113.9810 10.94 Q . . . V.

9.333 114.0529 10.44 Q . . . V.

9.417 114.1216 9.97 Q . . . V.

9.500 114.1871 9.52 Q . . . V.

9.583 114.2497 9.09 Q . . . V.

9.667 114.3095 8.68 Q . . . V.

9.750 114.3665 8.28 Q . . . V.

9.833 114.4210 7.91 Q . . . V.

9.917 114.4730 7.55 Q . . . V.

10.000 114.5226 7.21 Q . . . V.

10.083 114.5700 6.88 Q . . . V.

10.167 114.6153 6.57 Q . . . V.

10.250 114.6585 6.27 Q . . . V.

10.333 114.6997 5.99 Q . . . V.

10.417 114.7391 5.72 Q . . . V.

10.500 114.7767 5.46 Q . . . V.

10.583 114.8125 5.21 Q . . . V.

10.667 114.8468 4.97 Q . . . V.

10.750 114.8795 4.75 Q . . . V.

10.833 114.9107 4.53 Q . . . V.

10.917 114.9405 4.33 Q . . . V.

11.000 114.9690 4.13 Q . . . V.

11.083 114.9962 3.95 Q . . . V.

11.167 115.0221 3.77 Q . . . V.

11.250 115.0469 3.60 Q . . . V.

11.333 115.0705 3.43 Q . . . V.

11.417 115.0931 3.28 Q . . . V.

11.500 115.1146 3.13 Q . . . V.

11.583 115.1352 2.99 Q . . . V.

11.667 115.1549 2.85 Q . . . V.

11.750 115.1736 2.72 Q . . . V.

11.833 115.1915 2.60 Q . . . V.

11.917 115.2086 2.48 Q . . . V.

12.000 115.2249 2.37 Q . . . V.

12.083 115.2405 2.26 Q . . . V.

12.167 115.2554 2.16 Q . . . V.

12.250 115.2696 2.06 Q . . . V.

12.333 115.2831 1.97 Q . . . V.

12.417 115.2961 1.88 Q . . . V.

12.500 115.3084 1.79 Q . . . V.

12.583 115.3202 1.71 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 55

12.667 115.3315 1.64 Q . . . V.

12.750 115.3422 1.56 Q . . . V.

12.833 115.3525 1.49 Q . . . V.

12.917 115.3623 1.42 Q . . . V.

13.000 115.3716 1.36 Q . . . V.

13.083 115.3806 1.30 Q . . . V.

13.167 115.3891 1.24 Q . . . V.

13.250 115.3972 1.18 Q . . . V.

13.333 115.4050 1.13 Q . . . V.

13.417 115.4124 1.08 Q . . . V.

13.500 115.4195 1.03 Q . . . V.

13.583 115.4263 0.98 Q . . . V.

13.667 115.4327 0.94 Q . . . V.

13.750 115.4389 0.89 Q . . . V.

13.833 115.4448 0.85 Q . . . V.

13.917 115.4504 0.82 Q . . . V.

14.000 115.4557 0.78 Q . . . V.

14.083 115.4609 0.74 Q . . . V.

14.167 115.4658 0.71 Q . . . V.

14.250 115.4704 0.68 Q . . . V.

14.333 115.4749 0.65 Q . . . V.

14.417 115.4791 0.62 Q . . . V.

14.500 115.4832 0.59 Q . . . V.

14.583 115.4871 0.56 Q . . . V.

14.667 115.4908 0.54 Q . . . V.

14.750 115.4943 0.51 Q . . . V.

14.833 115.4977 0.49 Q . . . V.

14.917 115.5009 0.47 Q . . . V.

15.000 115.5040 0.45 Q . . . V.

15.083 115.5069 0.43 Q . . . V.

15.167 115.5097 0.41 Q . . . V.

15.250 115.5124 0.39 Q . . . V.

15.333 115.5149 0.37 Q . . . V.

15.417 115.5174 0.35 Q . . . V.

15.500 115.5197 0.34 Q . . . V.

15.583 115.5219 0.32 Q . . . V.

15.667 115.5240 0.31 Q . . . V.

15.750 115.5261 0.29 Q . . . V.

15.833 115.5280 0.28 Q . . . V.

15.917 115.5299 0.27 Q . . . V.

16.000 115.5316 0.26 Q . . . V.

16.083 115.5333 0.24 Q . . . V.

16.167 115.5349 0.23 Q . . . V.

16.250 115.5364 0.22 Q . . . V.

16.333 115.5379 0.21 Q . . . V.

16.417 115.5393 0.20 Q . . . V.

16.500 115.5406 0.19 Q . . . V.

16.583 115.5419 0.19 Q . . . V.

16.667 115.5431 0.18 Q . . . V.

16.750 115.5443 0.17 Q . . . V.

16.833 115.5454 0.16 Q . . . V.

16.917 115.5465 0.15 Q . . . V.

17.000 115.5475 0.15 Q . . . V.

17.083 115.5484 0.14 Q . . . V.

17.167 115.5493 0.13 Q . . . V.

17.250 115.5502 0.13 Q . . . V.

17.333 115.5511 0.12 Q . . . V.

17.417 115.5519 0.12 Q . . . V.

17.500 115.5526 0.11 Q . . . V.

17.583 115.5534 0.11 Q . . . V.

17.667 115.5541 0.10 Q . . . V.

17.750 115.5547 0.10 Q . . . V.

17.833 115.5554 0.09 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 56

17.917 115.5560 0.09 Q . . . V.

18.000 115.5565 0.08 Q . . . V.

18.083 115.5571 0.08 Q . . . V.

18.167 115.5576 0.08 Q . . . V.

18.250 115.5581 0.07 Q . . . V.

18.333 115.5586 0.07 Q . . . V.

18.417 115.5591 0.07 Q . . . V.

18.500 115.5595 0.06 Q . . . V.

18.583 115.5599 0.06 Q . . . V.

18.667 115.5603 0.06 Q . . . V.

18.750 115.5607 0.06 Q . . . V.

18.833 115.5611 0.05 Q . . . V.

18.917 115.5614 0.05 Q . . . V.

19.000 115.5618 0.05 Q . . . V.

19.083 115.5621 0.05 Q . . . V.

19.167 115.5624 0.04 Q . . . V.

19.250 115.5627 0.04 Q . . . V.

19.333 115.5630 0.04 Q . . . V.

19.417 115.5632 0.04 Q . . . V.

19.500 115.5635 0.04 Q . . . V.

19.583 115.5637 0.03 Q . . . V.

19.667 115.5639 0.03 Q . . . V.

19.750 115.5642 0.03 Q . . . V.

19.833 115.5644 0.03 Q . . . V.

19.917 115.5646 0.03 Q . . . V.

20.000 115.5648 0.03 Q . . . V.

20.083 115.5649 0.03 Q . . . V.

20.167 115.5651 0.03 Q . . . V.

20.250 115.5653 0.02 Q . . . V.

20.333 115.5654 0.02 Q . . . V.

20.417 115.5656 0.02 Q . . . V.

20.500 115.5657 0.02 Q . . . V.

20.583 115.5659 0.02 Q . . . V.

20.667 115.5660 0.02 Q . . . V.

20.750 115.5661 0.02 Q . . . V.

20.833 115.5662 0.02 Q . . . V.

20.917 115.5664 0.02 Q . . . V.

21.000 115.5665 0.02 Q . . . V.

21.083 115.5666 0.02 Q . . . V.

21.167 115.5667 0.01 Q . . . V.

21.250 115.5668 0.01 Q . . . V.

21.333 115.5669 0.01 Q . . . V.

21.417 115.5669 0.01 Q . . . V.

21.500 115.5670 0.01 Q . . . V.

21.583 115.5671 0.01 Q . . . V.

21.667 115.5672 0.01 Q . . . V.

21.750 115.5672 0.01 Q . . . V.

21.833 115.5673 0.01 Q . . . V.

21.917 115.5674 0.01 Q . . . V.

22.000 115.5674 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1325.0
10% 335.0
20% 225.0
30% 170.0
Date: 4/17/2018 File Name: CCRRT4 Page: 57
40% 130.0
50% 100.0
60% 70.0
70% 45.0
80% 30.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 7.100 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
Warning: Watershed Area is less than 10 acres
*USER ENTERED "LAG" TIME = 0.100 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

VALLEY S-GRAPH SELECTED
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.150
LOW SOIL-LOSS RATE PERCENT(DECIMAL) = 0.500
USER-ENTERED RAINFALL = 2.25 INCHES
RCFC&WCD 3-Hour Storm (5-Minute period) SELECTED
RCFC&WCD DEPTH-AREA ADJUSTMENT FACTOR(PLATE E-5.8) = 1.0000 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG-TIME = 83.333
============================================================================

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 13.994 12.016
2 59.664 39.215
3 78.792 16.425
4 86.766 6.847
5 91.428 4.003
6 94.514 2.650
7 96.650 1.834
8 98.044 1.197
9 98.699 0.562
10 99.289 0.507
11 99.716 0.366
12 99.929 0.183
13 100.000 0.061
Date: 4/17/2018 File Name: CCRRT4 Page: 58
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0125 0.0168
2 0.0292 0.0125 0.0168
3 0.0247 0.0124 0.0124
4 0.0337 0.0125 0.0213
5 0.0337 0.0125 0.0213
6 0.0405 0.0125 0.0280
7 0.0337 0.0125 0.0213
8 0.0405 0.0125 0.0280
9 0.0405 0.0125 0.0280
10 0.0337 0.0125 0.0213
11 0.0360 0.0125 0.0235
12 0.0405 0.0125 0.0280
13 0.0495 0.0125 0.0370
14 0.0495 0.0125 0.0370
15 0.0495 0.0125 0.0370
16 0.0450 0.0125 0.0325
17 0.0585 0.0125 0.0460
18 0.0607 0.0125 0.0483
19 0.0540 0.0125 0.0415
20 0.0607 0.0125 0.0483
21 0.0742 0.0125 0.0618
22 0.0697 0.0125 0.0573
23 0.0652 0.0125 0.0528
24 0.0675 0.0125 0.0550
25 0.0697 0.0125 0.0573
26 0.0945 0.0125 0.0820
27 0.1125 0.0125 0.1000
28 0.0787 0.0125 0.0663
29 0.1530 0.0125 0.1405
30 0.1642 0.0125 0.1518
31 0.1845 0.0125 0.1720
32 0.1327 0.0125 0.1203
33 0.0450 0.0125 0.0325
34 0.0405 0.0125 0.0280
35 0.0405 0.0125 0.0280
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.44
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.81
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.2626
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1.0681
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 59
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 5.0 10.0 15.0 20.0
----------------------------------------------------------------------------

0.083 0.0014 0.20 Q . . . .

0.167 0.0073 0.86 VQ . . . .

0.250 0.0147 1.08 V Q . . . .

0.333 0.0225 1.13 V Q . . . .

0.417 0.0327 1.47 .VQ . . . .

0.500 0.0445 1.72 .V Q . . . .

0.583 0.0581 1.97 . VQ . . . .

0.667 0.0715 1.94 . VQ . . . .

0.750 0.0864 2.17 . VQ . . . .

0.833 0.1016 2.20 . VQ . . . .

0.917 0.1154 2.01 . Q . . . .

1.000 0.1297 2.07 . Q . . . .

1.083 0.1460 2.36 . QV . . . .

1.167 0.1652 2.79 . QV . . . .

1.250 0.1857 2.97 . QV . . . .

1.333 0.2063 2.99 . Q V . . . .

1.417 0.2271 3.02 . Q V . . . .

1.500 0.2515 3.54 . Q V. . . .

1.583 0.2773 3.76 . Q V . . .

1.667 0.3028 3.70 . Q .V . . .

1.750 0.3309 4.08 . Q . V . . .

1.833 0.3630 4.66 . Q. V . . .

1.917 0.3954 4.70 . Q. V . . .

2.000 0.4270 4.60 . Q. V . . .

2.083 0.4593 4.68 . Q. V . . .

2.167 0.4944 5.10 . Q V . . .

2.250 0.5380 6.34 . . Q V . .

2.333 0.5867 7.07 . . Q .V . .

2.417 0.6358 7.12 . . Q . V . .

2.500 0.7035 9.84 . . Q. V . .

2.583 0.7838 11.66 . . . Q V. .

2.667 0.8698 12.49 . . . Q . V .

2.750 0.9393 10.08 . . Q . V .

2.833 0.9813 6.09 . . Q . . V .

2.917 1.0112 4.35 . Q . . . V .

3.000 1.0345 3.38 . Q . . . V .

3.083 1.0485 2.03 . Q . . . V.

3.167 1.0563 1.13 . Q . . . V.

3.250 1.0609 0.68 .Q . . . V.

3.333 1.0639 0.43 Q . . . V.

3.417 1.0658 0.28 Q . . . V.

3.500 1.0670 0.16 Q . . . V.

3.583 1.0675 0.08 Q . . . V.

3.667 1.0678 0.04 Q . . . V.

3.750 1.0680 0.02 Q . . . V.

3.833 1.0680 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Date: 4/17/2018 File Name: CCRRT4 Page: 60
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 230.0
10% 165.0
20% 115.0
30% 80.0
40% 45.0
50% 35.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0
----------------------------------------------------------------------------

0.083 0.0177 2.57 Q . . . .

0.167 0.1046 12.62 Q . . . .

0.250 0.2712 24.20 VQ . . . .

0.333 0.4849 31.03 VQ . . . .

0.417 0.7510 38.64 V Q . . . .

0.500 1.0867 48.73 V Q . . . .

0.583 1.4922 58.89 V Q . . . .

0.667 1.9525 66.83 V Q . . . .

0.750 2.4672 74.73 V Q . . . .

0.833 3.0388 83.00 .V Q . . . .

0.917 3.6423 87.63 .V Q . . . .

1.000 4.2764 92.06 .V Q . . . .

1.083 4.9724 101.06 .V Q . . . .

1.167 5.7600 114.36 .V Q . . . .

1.250 6.6382 127.51 . V Q . . . .

1.333 7.5830 137.19 . V Q . . . .

1.417 8.5848 145.46 . V Q . . . .

1.500 9.6772 158.63 . V Q. . . .

1.583 10.8763 174.11 . V Q. . . .

1.667 12.1519 185.21 . V Q . . .

1.750 13.5145 197.84 . V .Q . . .

1.833 15.0086 216.95 . V . Q . . .

1.917 16.6204 234.03 . V . Q . . .

2.000 18.3068 244.86 . V . Q . . .

2.083 20.0854 258.26 . V . Q . . .

2.167 22.0411 283.97 . V . Q . . .

2.250 24.2724 323.98 . V . Q . . .

2.333 26.7846 364.78 . V. Q . .

2.417 29.5175 396.81 . V . Q . .

2.500 32.6173 450.09 . .V . Q . .

2.583 36.2385 525.80 . . V . Q .

2.667 40.3031 590.19 . . V . . Q .

2.750 44.4886 607.73 . . V . . Q .

2.833 48.4002 567.97 . . V . . Q .

2.917 51.9891 521.10 . . V . Q. .

3.000 55.3931 494.26 . . V . Q . .

3.083 58.6205 468.63 . . V Q . .

Date: 4/17/2018 File Name: CCRRT4 Page: 61

3.167 61.6527 440.27 . . .V Q . .

3.250 64.5254 417.12 . . . VQ . .

3.333 67.2732 398.97 . . . QV . .

3.417 69.9108 382.98 . . .Q V . .

3.500 72.4413 367.43 . . Q V . .

3.583 74.8702 352.68 . . Q V . .

3.667 77.2006 338.38 . . Q. V . .

3.750 79.4314 323.91 . . Q . V . .

3.833 81.5490 307.47 . . Q . V . .

3.917 83.5390 288.94 . . Q . V . .

4.000 85.4037 270.76 . . Q . V. .

4.083 87.1500 253.57 . . Q . V. .

4.167 88.7842 237.28 . . Q . V .

4.250 90.3101 221.56 . . Q . V .

4.333 91.7325 206.53 . .Q . .V .

4.417 93.0555 192.10 . Q . .V .

4.500 94.2730 176.78 . Q . . V .

4.583 95.3714 159.48 . Q. . . V .

4.667 96.3582 143.29 . Q . . . V .

4.750 97.2689 132.23 . Q . . . V .

4.833 98.1337 125.57 . Q . . . V .

4.917 98.9622 120.30 . Q . . . V .

5.000 99.7562 115.29 . Q . . . V .

5.083 100.5168 110.43 . Q . . . V .

5.167 101.2447 105.70 . Q . . . V .

5.250 101.9408 101.07 . Q . . . V .

5.333 102.6060 96.58 . Q . . . V .

5.417 103.2414 92.25 . Q . . . V .

5.500 103.8481 88.10 . Q . . . V .

5.583 104.4274 84.12 . Q . . . V .

5.667 104.9805 80.31 . Q . . . V .

5.750 105.5086 76.67 . Q . . . V .

5.833 106.0127 73.20 . Q . . . V .

5.917 106.4940 69.88 . Q . . . V .

6.000 106.9535 66.72 . Q . . . V .

6.083 107.3922 63.70 . Q . . . V .

6.167 107.8110 60.81 . Q . . . V .

6.250 108.2108 58.05 . Q . . . V .

6.333 108.5925 55.42 . Q . . . V .

6.417 108.9569 52.91 . Q . . . V .

6.500 109.3049 50.52 . Q . . . V .

6.583 109.6370 48.23 . Q . . . V .

6.667 109.9541 46.04 . Q . . . V .

6.750 110.2569 43.96 . Q . . . V .

6.833 110.5459 41.97 . Q . . . V .

6.917 110.8218 40.07 . Q . . . V .

7.000 111.0853 38.25 . Q . . . V .

7.083 111.3367 36.52 . Q . . . V .

7.167 111.5769 34.86 .Q . . . V .

7.250 111.8061 33.28 .Q . . . V .

7.333 112.0249 31.78 .Q . . . V .

7.417 112.2338 30.34 .Q . . . V .

7.500 112.4333 28.96 .Q . . . V .

7.583 112.6237 27.65 .Q . . . V .

7.667 112.8055 26.40 .Q . . . V .

7.750 112.9791 25.20 .Q . . . V .

7.833 113.1448 24.06 .Q . . . V .

7.917 113.3030 22.97 .Q . . . V .

8.000 113.4540 21.93 .Q . . . V .

8.083 113.5982 20.94 .Q . . . V .

8.167 113.7359 19.99 .Q . . . V.

8.250 113.8673 19.08 .Q . . . V.

8.333 113.9928 18.22 .Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 62

8.417 114.1125 17.39 Q . . . V.

8.500 114.2269 16.60 Q . . . V.

8.583 114.3361 15.85 Q . . . V.

8.667 114.4403 15.13 Q . . . V.

8.750 114.5398 14.45 Q . . . V.

8.833 114.6348 13.79 Q . . . V.

8.917 114.7255 13.17 Q . . . V.

9.000 114.8121 12.57 Q . . . V.

9.083 114.8948 12.00 Q . . . V.

9.167 114.9737 11.46 Q . . . V.

9.250 115.0490 10.94 Q . . . V.

9.333 115.1210 10.44 Q . . . V.

9.417 115.1896 9.97 Q . . . V.

9.500 115.2552 9.52 Q . . . V.

9.583 115.3178 9.09 Q . . . V.

9.667 115.3775 8.68 Q . . . V.

9.750 115.4346 8.28 Q . . . V.

9.833 115.4890 7.91 Q . . . V.

9.917 115.5410 7.55 Q . . . V.

10.000 115.5907 7.21 Q . . . V.

10.083 115.6381 6.88 Q . . . V.

10.167 115.6833 6.57 Q . . . V.

10.250 115.7265 6.27 Q . . . V.

10.333 115.7678 5.99 Q . . . V.

10.417 115.8071 5.72 Q . . . V.

10.500 115.8447 5.46 Q . . . V.

10.583 115.8806 5.21 Q . . . V.

10.667 115.9148 4.97 Q . . . V.

10.750 115.9476 4.75 Q . . . V.

10.833 115.9788 4.53 Q . . . V.

10.917 116.0086 4.33 Q . . . V.

11.000 116.0370 4.13 Q . . . V.

11.083 116.0642 3.95 Q . . . V.

11.167 116.0902 3.77 Q . . . V.

11.250 116.1149 3.60 Q . . . V.

11.333 116.1386 3.43 Q . . . V.

11.417 116.1611 3.28 Q . . . V.

11.500 116.1827 3.13 Q . . . V.

11.583 116.2033 2.99 Q . . . V.

11.667 116.2229 2.85 Q . . . V.

11.750 116.2417 2.72 Q . . . V.

11.833 116.2596 2.60 Q . . . V.

11.917 116.2766 2.48 Q . . . V.

12.000 116.2930 2.37 Q . . . V.

12.083 116.3085 2.26 Q . . . V.

12.167 116.3234 2.16 Q . . . V.

12.250 116.3376 2.06 Q . . . V.

12.333 116.3512 1.97 Q . . . V.

12.417 116.3641 1.88 Q . . . V.

12.500 116.3765 1.79 Q . . . V.

12.583 116.3883 1.71 Q . . . V.

12.667 116.3995 1.64 Q . . . V.

12.750 116.4103 1.56 Q . . . V.

12.833 116.4205 1.49 Q . . . V.

12.917 116.4303 1.42 Q . . . V.

13.000 116.4397 1.36 Q . . . V.

13.083 116.4486 1.30 Q . . . V.

13.167 116.4571 1.24 Q . . . V.

13.250 116.4653 1.18 Q . . . V.

13.333 116.4731 1.13 Q . . . V.

13.417 116.4805 1.08 Q . . . V.

13.500 116.4876 1.03 Q . . . V.

13.583 116.4943 0.98 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 63

13.667 116.5008 0.94 Q . . . V.

13.750 116.5069 0.89 Q . . . V.

13.833 116.5128 0.85 Q . . . V.

13.917 116.5184 0.82 Q . . . V.

14.000 116.5238 0.78 Q . . . V.

14.083 116.5289 0.74 Q . . . V.

14.167 116.5338 0.71 Q . . . V.

14.250 116.5385 0.68 Q . . . V.

14.333 116.5429 0.65 Q . . . V.

14.417 116.5472 0.62 Q . . . V.

14.500 116.5512 0.59 Q . . . V.

14.583 116.5551 0.56 Q . . . V.

14.667 116.5588 0.54 Q . . . V.

14.750 116.5624 0.51 Q . . . V.

14.833 116.5657 0.49 Q . . . V.

14.917 116.5689 0.47 Q . . . V.

15.000 116.5720 0.45 Q . . . V.

15.083 116.5750 0.43 Q . . . V.

15.167 116.5778 0.41 Q . . . V.

15.250 116.5804 0.39 Q . . . V.

15.333 116.5830 0.37 Q . . . V.

15.417 116.5854 0.35 Q . . . V.

15.500 116.5878 0.34 Q . . . V.

15.583 116.5900 0.32 Q . . . V.

15.667 116.5921 0.31 Q . . . V.

15.750 116.5941 0.29 Q . . . V.

15.833 116.5961 0.28 Q . . . V.

15.917 116.5979 0.27 Q . . . V.

16.000 116.5997 0.26 Q . . . V.

16.083 116.6014 0.24 Q . . . V.

16.167 116.6030 0.23 Q . . . V.

16.250 116.6045 0.22 Q . . . V.

16.333 116.6060 0.21 Q . . . V.

16.417 116.6074 0.20 Q . . . V.

16.500 116.6087 0.19 Q . . . V.

16.583 116.6100 0.19 Q . . . V.

16.667 116.6112 0.18 Q . . . V.

16.750 116.6123 0.17 Q . . . V.

16.833 116.6134 0.16 Q . . . V.

16.917 116.6145 0.15 Q . . . V.

17.000 116.6155 0.15 Q . . . V.

17.083 116.6165 0.14 Q . . . V.

17.167 116.6174 0.13 Q . . . V.

17.250 116.6183 0.13 Q . . . V.

17.333 116.6191 0.12 Q . . . V.

17.417 116.6199 0.12 Q . . . V.

17.500 116.6207 0.11 Q . . . V.

17.583 116.6214 0.11 Q . . . V.

17.667 116.6221 0.10 Q . . . V.

17.750 116.6228 0.10 Q . . . V.

17.833 116.6234 0.09 Q . . . V.

17.917 116.6240 0.09 Q . . . V.

18.000 116.6246 0.08 Q . . . V.

18.083 116.6252 0.08 Q . . . V.

18.167 116.6257 0.08 Q . . . V.

18.250 116.6262 0.07 Q . . . V.

18.333 116.6267 0.07 Q . . . V.

18.417 116.6271 0.07 Q . . . V.

18.500 116.6276 0.06 Q . . . V.

18.583 116.6280 0.06 Q . . . V.

18.667 116.6284 0.06 Q . . . V.

18.750 116.6288 0.06 Q . . . V.

18.833 116.6291 0.05 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 64

18.917 116.6295 0.05 Q . . . V.

19.000 116.6298 0.05 Q . . . V.

19.083 116.6301 0.05 Q . . . V.

19.167 116.6304 0.04 Q . . . V.

19.250 116.6307 0.04 Q . . . V.

19.333 116.6310 0.04 Q . . . V.

19.417 116.6313 0.04 Q . . . V.

19.500 116.6315 0.04 Q . . . V.

19.583 116.6318 0.03 Q . . . V.

19.667 116.6320 0.03 Q . . . V.

19.750 116.6322 0.03 Q . . . V.

19.833 116.6324 0.03 Q . . . V.

19.917 116.6326 0.03 Q . . . V.

20.000 116.6328 0.03 Q . . . V.

20.083 116.6330 0.03 Q . . . V.

20.167 116.6332 0.03 Q . . . V.

20.250 116.6333 0.02 Q . . . V.

20.333 116.6335 0.02 Q . . . V.

20.417 116.6336 0.02 Q . . . V.

20.500 116.6338 0.02 Q . . . V.

20.583 116.6339 0.02 Q . . . V.

20.667 116.6341 0.02 Q . . . V.

20.750 116.6342 0.02 Q . . . V.

20.833 116.6343 0.02 Q . . . V.

20.917 116.6344 0.02 Q . . . V.

21.000 116.6345 0.02 Q . . . V.

21.083 116.6346 0.02 Q . . . V.

21.167 116.6347 0.01 Q . . . V.

21.250 116.6348 0.01 Q . . . V.

21.333 116.6349 0.01 Q . . . V.

21.417 116.6350 0.01 Q . . . V.

21.500 116.6351 0.01 Q . . . V.

21.583 116.6352 0.01 Q . . . V.

21.667 116.6352 0.01 Q . . . V.

21.750 116.6353 0.01 Q . . . V.

21.833 116.6354 0.01 Q . . . V.

21.917 116.6354 0.01 Q . . . V.

22.000 116.6355 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1325.0
10% 335.0
20% 220.0
30% 170.0
40% 130.0
50% 100.0
60% 75.0
70% 45.0
80% 30.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 104.00 IS CODE = 5.2 ---------------------------------------------------------------------------- >>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< Date: 4/17/2018 File Name: CCRRT4 Page: 65
============================================================================

ASSUMED REGULAR CHANNEL INFORMATION:

BASEWIDTH(FT) = 4.00 CHANNEL Z = 1.50
UPSTREAM ELEVATION(FT) = 2422.00
DOWNSTREAM ELEVATION(FT) = 2421.00
CHANNEL LENGTH(FT) = 50.00 MANNING'S FACTOR = 0.015
CONSTANT LOSS RATE(CFS) = 0.00
CHANNEL ROUTING COEFFICIENT ESTIMATED:

MAXIMUM INFLOW(CFS) = 607.73
AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 432.03 CHANNEL NORMAL VELOCITY FOR Q = 432.03 CFS = 19.29 FPS
ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.919
MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE
UNIT INTERVALS IS CSTAR = 1.000
CONVEX METHOD CHANNEL ROUTING RESULTS:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 2.57 2.55 2.55

0.167 12.62 12.54 12.54

0.250 24.20 24.10 24.10

0.333 31.03 30.98 30.98

0.417 38.64 38.58 38.58

0.500 48.73 48.65 48.65

0.583 58.89 58.81 58.81

0.667 66.83 66.77 66.77

0.750 74.73 74.67 74.67

0.833 83.00 82.93 82.93

0.917 87.63 87.60 87.60

1.000 92.06 92.03 92.03

1.083 101.06 100.99 100.99

1.167 114.36 114.26 114.26

1.250 127.51 127.40 127.40

1.333 137.19 137.11 137.11

1.417 145.46 145.39 145.39

1.500 158.63 158.52 158.52

1.583 174.11 173.99 173.99

1.667 185.21 185.12 185.12

1.750 197.84 197.74 197.74

1.833 216.95 216.80 216.80

1.917 234.03 233.89 233.89

2.000 244.86 244.78 244.78

2.083 258.26 258.15 258.15

2.167 283.97 283.77 283.77

2.250 323.98 323.66 323.66

2.333 364.78 364.46 364.46

2.417 396.81 396.55 396.55

2.500 450.09 449.67 449.67

2.583 525.80 525.19 525.19
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2.667 590.19 589.68 589.68

2.750 607.73 607.59 607.59

2.833 567.97 568.29 568.29

2.917 521.10 521.48 521.48

3.000 494.26 494.47 494.47

3.083 468.63 468.83 468.83

3.167 440.27 440.49 440.49

3.250 417.12 417.30 417.30

3.333 398.97 399.12 399.12

3.417 382.98 383.11 383.11

3.500 367.43 367.55 367.55

3.583 352.68 352.80 352.80

3.667 338.38 338.49 338.49

3.750 323.91 324.03 324.03

3.833 307.47 307.60 307.60

3.917 288.94 289.09 289.09

4.000 270.76 270.90 270.90

4.083 253.57 253.71 253.71

4.167 237.28 237.41 237.41

4.250 221.56 221.69 221.69

4.333 206.53 206.65 206.65

4.417 192.10 192.22 192.22

4.500 176.78 176.90 176.90

4.583 159.48 159.62 159.62

4.667 143.29 143.42 143.42

4.750 132.23 132.32 132.32

4.833 125.57 125.62 125.62

4.917 120.30 120.34 120.34

5.000 115.29 115.33 115.33

5.083 110.43 110.47 110.47

5.167 105.70 105.73 105.73

5.250 101.07 101.11 101.11

5.333 96.58 96.62 96.62

5.417 92.25 92.29 92.29

5.500 88.10 88.13 88.13

5.583 84.12 84.15 84.15

5.667 80.31 80.34 80.34

5.750 76.67 76.70 76.70

5.833 73.20 73.23 73.23

5.917 69.88 69.91 69.91

6.000 66.72 66.74 66.74

6.083 63.70 63.72 63.72

6.167 60.81 60.83 60.83

6.250 58.05 58.08 58.08

6.333 55.42 55.45 55.45

6.417 52.91 52.93 52.93

6.500 50.52 50.54 50.54

6.583 48.23 48.25 48.25

6.667 46.04 46.06 46.06

6.750 43.96 43.97 43.97

6.833 41.97 41.98 41.98

6.917 40.07 40.08 40.08

7.000 38.25 38.26 38.26

7.083 36.52 36.53 36.53

7.167 34.86 34.88 34.88

7.250 33.28 33.30 33.30

7.333 31.78 31.79 31.79

7.417 30.34 30.35 30.35

7.500 28.96 28.97 28.97

7.583 27.65 27.66 27.66

7.667 26.40 26.41 26.41

7.750 25.20 25.21 25.21

7.833 24.06 24.07 24.07
Date: 4/17/2018 File Name: CCRRT4 Page: 67

7.917 22.97 22.98 22.98

8.000 21.93 21.94 21.94

8.083 20.94 20.94 20.94

8.167 19.99 20.00 20.00

8.250 19.08 19.09 19.09

8.333 18.22 18.22 18.22

8.417 17.39 17.40 17.40

8.500 16.60 16.61 16.61

8.583 15.85 15.86 15.86

8.667 15.13 15.14 15.14

8.750 14.45 14.45 14.45

8.833 13.79 13.80 13.80

8.917 13.17 13.17 13.17

9.000 12.57 12.58 12.58

9.083 12.00 12.01 12.01

9.167 11.46 11.46 11.46

9.250 10.94 10.94 10.94

9.333 10.44 10.45 10.45

9.417 9.97 9.97 9.97

9.500 9.52 9.52 9.52

9.583 9.09 9.09 9.09

9.667 8.68 8.68 8.68

9.750 8.28 8.29 8.29

9.833 7.91 7.91 7.91

9.917 7.55 7.55 7.55

10.000 7.21 7.21 7.21

10.083 6.88 6.88 6.88

10.167 6.57 6.57 6.57

10.250 6.27 6.27 6.27

10.333 5.99 5.99 5.99

10.417 5.72 5.72 5.72

10.500 5.46 5.46 5.46

10.583 5.21 5.21 5.21

10.667 4.97 4.98 4.98

10.750 4.75 4.75 4.75

10.833 4.53 4.54 4.54

10.917 4.33 4.33 4.33

11.000 4.13 4.13 4.13

11.083 3.95 3.95 3.95

11.167 3.77 3.77 3.77

11.250 3.60 3.60 3.60

11.333 3.43 3.43 3.43

11.417 3.28 3.28 3.28

11.500 3.13 3.13 3.13

11.583 2.99 2.99 2.99

11.667 2.85 2.85 2.85

11.750 2.72 2.72 2.72

11.833 2.60 2.60 2.60

11.917 2.48 2.48 2.48

12.000 2.37 2.37 2.37

12.083 2.26 2.26 2.26

12.167 2.16 2.16 2.16

12.250 2.06 2.06 2.06

12.333 1.97 1.97 1.97

12.417 1.88 1.88 1.88

12.500 1.79 1.79 1.79

12.583 1.71 1.71 1.71

12.667 1.64 1.64 1.64

12.750 1.56 1.56 1.56

12.833 1.49 1.49 1.49

12.917 1.42 1.42 1.42

13.000 1.36 1.36 1.36

13.083 1.30 1.30 1.30
Date: 4/17/2018 File Name: CCRRT4 Page: 68

13.167 1.24 1.24 1.24

13.250 1.18 1.18 1.18

13.333 1.13 1.13 1.13

13.417 1.08 1.08 1.08

13.500 1.03 1.03 1.03

13.583 0.98 0.98 0.98

13.667 0.94 0.94 0.94

13.750 0.89 0.90 0.90

13.833 0.85 0.85 0.85

13.917 0.82 0.82 0.82

14.000 0.78 0.78 0.78

14.083 0.74 0.74 0.74

14.167 0.71 0.71 0.71

14.250 0.68 0.68 0.68

14.333 0.65 0.65 0.65

14.417 0.62 0.62 0.62

14.500 0.59 0.59 0.59

14.583 0.56 0.56 0.56

14.667 0.54 0.54 0.54

14.750 0.51 0.51 0.51

14.833 0.49 0.49 0.49

14.917 0.47 0.47 0.47

15.000 0.45 0.45 0.45

15.083 0.43 0.43 0.43

15.167 0.41 0.41 0.41

15.250 0.39 0.39 0.39

15.333 0.37 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.34 0.34 0.34

15.583 0.32 0.32 0.32

15.667 0.31 0.31 0.31

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.27 0.27 0.27

16.000 0.26 0.26 0.26

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.19 0.19 0.19

16.667 0.18 0.18 0.18

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.15 0.15 0.15

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.12 0.12 0.12

17.500 0.11 0.11 0.11

17.583 0.11 0.11 0.11

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07

18.333 0.07 0.07 0.07
Date: 4/17/2018 File Name: CCRRT4 Page: 69

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.06 0.06 0.06

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.03 0.03 0.03

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.02 0.02 0.02

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 116.637 AF
OUTFLOW VOLUME = 116.637 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 995.00 IS CODE = 5.2 ---------------------------------------------------------------------------- >>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< ============================================================================

Date: 4/17/2018 File Name: CCRRT4 Page: 70
ASSUMED REGULAR CHANNEL INFORMATION:

BASEWIDTH(FT) = 4.00 CHANNEL Z = 1.50
UPSTREAM ELEVATION(FT) = 2421.00
DOWNSTREAM ELEVATION(FT) = 2417.00
CHANNEL LENGTH(FT) = 60.00 MANNING'S FACTOR = 0.015
CONSTANT LOSS RATE(CFS) = 0.00
CHANNEL ROUTING COEFFICIENT ESTIMATED:

MAXIMUM INFLOW(CFS) = 607.59
AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 432.02 CHANNEL NORMAL VELOCITY FOR Q = 432.02 CFS = 30.06 FPS
ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.946
MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE
UNIT INTERVALS IS CSTAR = 1.000
CONVEX METHOD CHANNEL ROUTING RESULTS:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 2.55 2.53 2.53

0.167 12.54 12.47 12.47

0.250 24.10 24.03 24.03

0.333 30.98 30.93 30.93

0.417 38.58 38.53 38.53

0.500 48.65 48.59 48.59

0.583 58.81 58.74 58.74

0.667 66.77 66.72 66.72

0.750 74.67 74.62 74.62

0.833 82.93 82.88 82.88

0.917 87.60 87.57 87.57

1.000 92.03 92.00 92.00

1.083 100.99 100.94 100.94

1.167 114.26 114.17 114.17

1.250 127.40 127.32 127.32

1.333 137.11 137.05 137.05

1.417 145.39 145.34 145.34

1.500 158.52 158.44 158.44

1.583 173.99 173.89 173.89

1.667 185.12 185.05 185.05

1.750 197.74 197.66 197.66

1.833 216.80 216.68 216.68

1.917 233.89 233.78 233.78

2.000 244.78 244.71 244.71

2.083 258.15 258.07 258.07

2.167 283.77 283.61 283.61

2.250 323.66 323.41 323.41

2.333 364.46 364.20 364.20

2.417 396.55 396.35 396.35

2.500 449.67 449.34 449.34

2.583 525.19 524.72 524.72

2.667 589.68 589.27 589.27

2.750 607.59 607.48 607.48

2.833 568.29 568.53 568.53

2.917 521.48 521.77 521.77

3.000 494.47 494.64 494.64

3.083 468.83 469.00 469.00

3.167 440.49 440.67 440.67

3.250 417.30 417.45 417.45
Date: 4/17/2018 File Name: CCRRT4 Page: 71

3.333 399.12 399.23 399.23

3.417 383.11 383.21 383.21

3.500 367.55 367.65 367.65

3.583 352.80 352.89 352.89

3.667 338.49 338.58 338.58

3.750 324.03 324.12 324.12

3.833 307.60 307.70 307.70

3.917 289.09 289.21 289.21

4.000 270.90 271.01 271.01

4.083 253.71 253.81 253.81

4.167 237.41 237.51 237.51

4.250 221.69 221.78 221.78

4.333 206.65 206.75 206.75

4.417 192.22 192.31 192.31

4.500 176.90 177.00 177.00

4.583 159.62 159.73 159.73

4.667 143.42 143.52 143.52

4.750 132.32 132.39 132.39

4.833 125.62 125.67 125.67

4.917 120.34 120.37 120.37

5.000 115.33 115.36 115.36

5.083 110.47 110.50 110.50

5.167 105.73 105.76 105.76

5.250 101.11 101.14 101.14

5.333 96.62 96.65 96.65

5.417 92.29 92.32 92.32

5.500 88.13 88.16 88.16

5.583 84.15 84.18 84.18

5.667 80.34 80.37 80.37

5.750 76.70 76.72 76.72

5.833 73.23 73.25 73.25

5.917 69.91 69.93 69.93

6.000 66.74 66.76 66.76

6.083 63.72 63.74 63.74

6.167 60.83 60.85 60.85

6.250 58.08 58.09 58.09

6.333 55.45 55.46 55.46

6.417 52.93 52.95 52.95

6.500 50.54 50.55 50.55

6.583 48.25 48.26 48.26

6.667 46.06 46.07 46.07

6.750 43.97 43.99 43.99

6.833 41.98 41.99 41.99

6.917 40.08 40.09 40.09

7.000 38.26 38.28 38.28

7.083 36.53 36.54 36.54

7.167 34.88 34.89 34.89

7.250 33.30 33.31 33.31

7.333 31.79 31.80 31.80

7.417 30.35 30.36 30.36

7.500 28.97 28.98 28.98

7.583 27.66 27.67 27.67

7.667 26.41 26.42 26.42

7.750 25.21 25.22 25.22

7.833 24.07 24.08 24.08

7.917 22.98 22.99 22.99

8.000 21.94 21.94 21.94

8.083 20.94 20.95 20.95

8.167 20.00 20.00 20.00

8.250 19.09 19.09 19.09

8.333 18.22 18.23 18.23

8.417 17.40 17.40 17.40

8.500 16.61 16.62 16.62
Date: 4/17/2018 File Name: CCRRT4 Page: 72

8.583 15.86 15.86 15.86

8.667 15.14 15.14 15.14

8.750 14.45 14.46 14.46

8.833 13.80 13.80 13.80

8.917 13.17 13.18 13.18

9.000 12.58 12.58 12.58

9.083 12.01 12.01 12.01

9.167 11.46 11.47 11.47

9.250 10.94 10.95 10.95

9.333 10.45 10.45 10.45

9.417 9.97 9.98 9.98

9.500 9.52 9.53 9.53

9.583 9.09 9.09 9.09

9.667 8.68 8.68 8.68

9.750 8.29 8.29 8.29

9.833 7.91 7.91 7.91

9.917 7.55 7.56 7.56

10.000 7.21 7.21 7.21

10.083 6.88 6.89 6.89

10.167 6.57 6.57 6.57

10.250 6.27 6.28 6.28

10.333 5.99 5.99 5.99

10.417 5.72 5.72 5.72

10.500 5.46 5.46 5.46

10.583 5.21 5.21 5.21

10.667 4.98 4.98 4.98

10.750 4.75 4.75 4.75

10.833 4.54 4.54 4.54

10.917 4.33 4.33 4.33

11.000 4.13 4.14 4.14

11.083 3.95 3.95 3.95

11.167 3.77 3.77 3.77

11.250 3.60 3.60 3.60

11.333 3.43 3.44 3.44

11.417 3.28 3.28 3.28

11.500 3.13 3.13 3.13

11.583 2.99 2.99 2.99

11.667 2.85 2.85 2.85

11.750 2.72 2.72 2.72

11.833 2.60 2.60 2.60

11.917 2.48 2.48 2.48

12.000 2.37 2.37 2.37

12.083 2.26 2.26 2.26

12.167 2.16 2.16 2.16

12.250 2.06 2.06 2.06

12.333 1.97 1.97 1.97

12.417 1.88 1.88 1.88

12.500 1.79 1.80 1.80

12.583 1.71 1.71 1.71

12.667 1.64 1.64 1.64

12.750 1.56 1.56 1.56

12.833 1.49 1.49 1.49

12.917 1.42 1.42 1.42

13.000 1.36 1.36 1.36

13.083 1.30 1.30 1.30

13.167 1.24 1.24 1.24

13.250 1.18 1.18 1.18

13.333 1.13 1.13 1.13

13.417 1.08 1.08 1.08

13.500 1.03 1.03 1.03

13.583 0.98 0.98 0.98

13.667 0.94 0.94 0.94

13.750 0.90 0.90 0.90
Date: 4/17/2018 File Name: CCRRT4 Page: 73

13.833 0.85 0.85 0.85

13.917 0.82 0.82 0.82

14.000 0.78 0.78 0.78

14.083 0.74 0.74 0.74

14.167 0.71 0.71 0.71

14.250 0.68 0.68 0.68

14.333 0.65 0.65 0.65

14.417 0.62 0.62 0.62

14.500 0.59 0.59 0.59

14.583 0.56 0.56 0.56

14.667 0.54 0.54 0.54

14.750 0.51 0.51 0.51

14.833 0.49 0.49 0.49

14.917 0.47 0.47 0.47

15.000 0.45 0.45 0.45

15.083 0.43 0.43 0.43

15.167 0.41 0.41 0.41

15.250 0.39 0.39 0.39

15.333 0.37 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.34 0.34 0.34

15.583 0.32 0.32 0.32

15.667 0.31 0.31 0.31

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.27 0.27 0.27

16.000 0.26 0.26 0.26

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.19 0.19 0.19

16.667 0.18 0.18 0.18

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.15 0.15 0.15

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.12 0.12 0.12

17.500 0.11 0.11 0.11

17.583 0.11 0.11 0.11

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07

18.333 0.07 0.07 0.07

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.06 0.06 0.06

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05
Date: 4/17/2018 File Name: CCRRT4 Page: 74

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.03 0.03 0.03

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.02 0.02 0.02

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 116.637 AF
OUTFLOW VOLUME = 116.637 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 995.00 TO NODE 994.00 IS CODE = 5.2 ---------------------------------------------------------------------------- >>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< ============================================================================

ASSUMED REGULAR CHANNEL INFORMATION:

BASEWIDTH(FT) = 6.00 CHANNEL Z = 0.00
UPSTREAM ELEVATION(FT) = 2417.00
DOWNSTREAM ELEVATION(FT) = 2415.00
CHANNEL LENGTH(FT) = 83.00 MANNING'S FACTOR = 0.015
CONSTANT LOSS RATE(CFS) = 0.00
Date: 4/17/2018 File Name: CCRRT4 Page: 75
CHANNEL ROUTING COEFFICIENT ESTIMATED:

MAXIMUM INFLOW(CFS) = 607.48
AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 432.01 CHANNEL NORMAL VELOCITY FOR Q = 432.01 CFS = 21.02 FPS
ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.925
MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE
UNIT INTERVALS IS CSTAR = 1.000
CONVEX METHOD CHANNEL ROUTING RESULTS:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 2.53 2.50 2.50

0.167 12.47 12.35 12.35

0.250 24.03 23.89 23.89

0.333 30.93 30.85 30.85

0.417 38.53 38.44 38.44

0.500 48.59 48.47 48.47

0.583 58.74 58.62 58.62

0.667 66.72 66.62 66.62

0.750 74.62 74.53 74.53

0.833 82.88 82.78 82.78

0.917 87.57 87.51 87.51

1.000 92.00 91.95 91.95

1.083 100.94 100.83 100.83

1.167 114.17 114.01 114.01

1.250 127.32 127.16 127.16

1.333 137.05 136.93 136.93

1.417 145.34 145.24 145.24

1.500 158.44 158.28 158.28

1.583 173.89 173.70 173.70

1.667 185.05 184.92 184.92

1.750 197.66 197.51 197.51

1.833 216.68 216.45 216.45

1.917 233.78 233.58 233.58

2.000 244.71 244.58 244.58

2.083 258.07 257.90 257.90

2.167 283.61 283.30 283.30

2.250 323.41 322.92 322.92

2.333 364.20 363.70 363.70

2.417 396.35 395.96 395.96

2.500 449.34 448.69 448.69

2.583 524.72 523.80 523.80

2.667 589.27 588.48 588.48

2.750 607.48 607.26 607.26

2.833 568.53 569.01 569.01

2.917 521.77 522.34 522.34

3.000 494.64 494.97 494.97

3.083 469.00 469.31 469.31

3.167 440.67 441.01 441.01

3.250 417.45 417.73 417.73

3.333 399.23 399.45 399.45

3.417 383.21 383.41 383.41

3.500 367.65 367.84 367.84

3.583 352.89 353.07 353.07

3.667 338.58 338.75 338.75

3.750 324.12 324.29 324.29

3.833 307.70 307.90 307.90

3.917 289.21 289.43 289.43
Date: 4/17/2018 File Name: CCRRT4 Page: 76

4.000 271.01 271.24 271.24

4.083 253.81 254.02 254.02

4.167 237.51 237.71 237.71

4.250 221.78 221.98 221.98

4.333 206.75 206.93 206.93

4.417 192.31 192.48 192.48

4.500 177.00 177.19 177.19

4.583 159.73 159.94 159.94

4.667 143.52 143.72 143.72

4.750 132.39 132.53 132.53

4.833 125.67 125.75 125.75

4.917 120.37 120.44 120.44

5.000 115.36 115.43 115.43

5.083 110.50 110.56 110.56

5.167 105.76 105.82 105.82

5.250 101.14 101.19 101.19

5.333 96.65 96.70 96.70

5.417 92.32 92.37 92.37

5.500 88.16 88.21 88.21

5.583 84.18 84.22 84.22

5.667 80.37 80.41 80.41

5.750 76.72 76.77 76.77

5.833 73.25 73.29 73.29

5.917 69.93 69.97 69.97

6.000 66.76 66.80 66.80

6.083 63.74 63.78 63.78

6.167 60.85 60.89 60.89

6.250 58.09 58.13 58.13

6.333 55.46 55.49 55.49

6.417 52.95 52.98 52.98

6.500 50.55 50.58 50.58

6.583 48.26 48.29 48.29

6.667 46.07 46.10 46.10

6.750 43.99 44.01 44.01

6.833 41.99 42.02 42.02

6.917 40.09 40.12 40.12

7.000 38.28 38.30 38.30

7.083 36.54 36.56 36.56

7.167 34.89 34.91 34.91

7.250 33.31 33.33 33.33

7.333 31.80 31.82 31.82

7.417 30.36 30.37 30.37

7.500 28.98 29.00 29.00

7.583 27.67 27.68 27.68

7.667 26.42 26.43 26.43

7.750 25.22 25.23 25.23

7.833 24.08 24.09 24.09

7.917 22.99 23.00 23.00

8.000 21.94 21.96 21.96

8.083 20.95 20.96 20.96

8.167 20.00 20.01 20.01

8.250 19.09 19.11 19.11

8.333 18.23 18.24 18.24

8.417 17.40 17.41 17.41

8.500 16.62 16.63 16.63

8.583 15.86 15.87 15.87

8.667 15.14 15.15 15.15

8.750 14.46 14.47 14.47

8.833 13.80 13.81 13.81

8.917 13.18 13.19 13.19

9.000 12.58 12.59 12.59

9.083 12.01 12.02 12.02

9.167 11.47 11.47 11.47
Date: 4/17/2018 File Name: CCRRT4 Page: 77

9.250 10.95 10.95 10.95

9.333 10.45 10.46 10.46

9.417 9.98 9.98 9.98

9.500 9.53 9.53 9.53

9.583 9.09 9.10 9.10

9.667 8.68 8.69 8.69

9.750 8.29 8.29 8.29

9.833 7.91 7.92 7.92

9.917 7.56 7.56 7.56

10.000 7.21 7.22 7.22

10.083 6.89 6.89 6.89

10.167 6.57 6.58 6.58

10.250 6.28 6.28 6.28

10.333 5.99 6.00 6.00

10.417 5.72 5.72 5.72

10.500 5.46 5.46 5.46

10.583 5.21 5.22 5.22

10.667 4.98 4.98 4.98

10.750 4.75 4.75 4.75

10.833 4.54 4.54 4.54

10.917 4.33 4.33 4.33

11.000 4.14 4.14 4.14

11.083 3.95 3.95 3.95

11.167 3.77 3.77 3.77

11.250 3.60 3.60 3.60

11.333 3.44 3.44 3.44

11.417 3.28 3.28 3.28

11.500 3.13 3.13 3.13

11.583 2.99 2.99 2.99

11.667 2.85 2.86 2.86

11.750 2.72 2.73 2.73

11.833 2.60 2.60 2.60

11.917 2.48 2.48 2.48

12.000 2.37 2.37 2.37

12.083 2.26 2.26 2.26

12.167 2.16 2.16 2.16

12.250 2.06 2.06 2.06

12.333 1.97 1.97 1.97

12.417 1.88 1.88 1.88

12.500 1.80 1.80 1.80

12.583 1.71 1.71 1.71

12.667 1.64 1.64 1.64

12.750 1.56 1.56 1.56

12.833 1.49 1.49 1.49

12.917 1.42 1.42 1.42

13.000 1.36 1.36 1.36

13.083 1.30 1.30 1.30

13.167 1.24 1.24 1.24

13.250 1.18 1.18 1.18

13.333 1.13 1.13 1.13

13.417 1.08 1.08 1.08

13.500 1.03 1.03 1.03

13.583 0.98 0.98 0.98

13.667 0.94 0.94 0.94

13.750 0.90 0.90 0.90

13.833 0.85 0.86 0.86

13.917 0.82 0.82 0.82

14.000 0.78 0.78 0.78

14.083 0.74 0.74 0.74

14.167 0.71 0.71 0.71

14.250 0.68 0.68 0.68

14.333 0.65 0.65 0.65

14.417 0.62 0.62 0.62
Date: 4/17/2018 File Name: CCRRT4 Page: 78

14.500 0.59 0.59 0.59

14.583 0.56 0.56 0.56

14.667 0.54 0.54 0.54

14.750 0.51 0.51 0.51

14.833 0.49 0.49 0.49

14.917 0.47 0.47 0.47

15.000 0.45 0.45 0.45

15.083 0.43 0.43 0.43

15.167 0.41 0.41 0.41

15.250 0.39 0.39 0.39

15.333 0.37 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.34 0.34 0.34

15.583 0.32 0.32 0.32

15.667 0.31 0.31 0.31

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.27 0.27 0.27

16.000 0.26 0.26 0.26

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.19 0.19 0.19

16.667 0.18 0.18 0.18

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.15 0.15 0.15

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.12 0.12 0.12

17.500 0.11 0.11 0.11

17.583 0.11 0.11 0.11

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07

18.333 0.07 0.07 0.07

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.06 0.06 0.06

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03
Date: 4/17/2018 File Name: CCRRT4 Page: 79

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.03 0.03 0.03

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.02 0.02 0.02

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 116.637 AF
OUTFLOW VOLUME = 116.637 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 994.00 TO NODE 994.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>MODEL STREAM SPLITFLOW WHERE A CONSTANT PROPORTION OF STREAM 1 IS ADDED TO STREAM 2<<<<<
============================================================================

INFLOW INFLOW
(STREAM 2) (STREAM 1)
| |
| |
| (.100)(STREAM 1) |
|<------------------* <= splitflow model
| |
| |
| |
V V
STREAM 2 (.900)(STREAM 1)
+ (.100)(STREAM 1)
STREAM NUMBER 1 IS SPLIT TOWARDS STREAM 2
WHERE 0.90(DECIMAL PERCENT) REMAINS IN STREAM 1
AND 0.10(DECIMAL PERCENT) IS ADDED TO STREAM 2
Date: 4/17/2018 File Name: CCRRT4 Page: 80
STREAM SPLITFLOW MODELING RESULTS:

MODEL INFLOW INFLOW OUTFLOW OUTFLOW
TIME STREAM 2 STREAM 1 STREAM 2 STREAM 1
(HRS) (CFS) (CFS) (CFS) (CFS)

0.083 0.00 2.50 0.25 2.25

0.167 0.00 12.35 1.24 11.12

0.250 0.00 23.89 2.39 21.50

0.333 0.00 30.85 3.08 27.76

0.417 0.00 38.44 3.84 34.60

0.500 0.00 48.47 4.85 43.62

0.583 0.00 58.62 5.86 52.76

0.667 0.00 66.62 6.66 59.96

0.750 0.00 74.53 7.45 67.07

0.833 0.00 82.78 8.28 74.50

0.917 0.00 87.51 8.75 78.76

1.000 0.00 91.95 9.19 82.75

1.083 0.00 100.83 10.08 90.75

1.167 0.00 114.01 11.40 102.61

1.250 0.00 127.16 12.72 114.44

1.333 0.00 136.93 13.69 123.24

1.417 0.00 145.24 14.52 130.71

1.500 0.00 158.28 15.83 142.45

1.583 0.00 173.70 17.37 156.33

1.667 0.00 184.92 18.49 166.42

1.750 0.00 197.51 19.75 177.76

1.833 0.00 216.45 21.64 194.80

1.917 0.00 233.58 23.36 210.22

2.000 0.00 244.58 24.46 220.12

2.083 0.00 257.90 25.79 232.11

2.167 0.00 283.30 28.33 254.97

2.250 0.00 322.92 32.29 290.63

2.333 0.00 363.70 36.37 327.33

2.417 0.00 395.96 39.60 356.36

2.500 0.00 448.69 44.87 403.82

2.583 0.00 523.80 52.38 471.42

2.667 0.00 588.48 58.85 529.64

2.750 0.00 607.26 60.73 546.53

2.833 0.00 569.01 56.90 512.11

2.917 0.00 522.34 52.23 470.11

3.000 0.00 494.97 49.50 445.47

3.083 0.00 469.31 46.93 422.38

3.167 0.00 441.01 44.10 396.91

3.250 0.00 417.73 41.77 375.96

3.333 0.00 399.45 39.95 359.51

3.417 0.00 383.41 38.34 345.06

3.500 0.00 367.84 36.78 331.06

3.583 0.00 353.07 35.31 317.76

3.667 0.00 338.75 33.88 304.88

3.750 0.00 324.29 32.43 291.86

3.833 0.00 307.90 30.79 277.11

3.917 0.00 289.43 28.94 260.49

4.000 0.00 271.24 27.12 244.11

4.083 0.00 254.02 25.40 228.62

4.167 0.00 237.71 23.77 213.94

4.250 0.00 221.98 22.20 199.78

4.333 0.00 206.93 20.69 186.24

4.417 0.00 192.48 19.25 173.24

4.500 0.00 177.19 17.72 159.47

4.583 0.00 159.94 15.99 143.94

4.667 0.00 143.72 14.37 129.35

4.750 0.00 132.53 13.25 119.27
Date: 4/17/2018 File Name: CCRRT4 Page: 81

4.833 0.00 125.75 12.57 113.17

4.917 0.00 120.44 12.04 108.39

5.000 0.00 115.43 11.54 103.88

5.083 0.00 110.56 11.06 99.51

5.167 0.00 105.82 10.58 95.24

5.250 0.00 101.19 10.12 91.07

5.333 0.00 96.70 9.67 87.03

5.417 0.00 92.37 9.24 83.13

5.500 0.00 88.21 8.82 79.39

5.583 0.00 84.22 8.42 75.80

5.667 0.00 80.41 8.04 72.37

5.750 0.00 76.77 7.68 69.09

5.833 0.00 73.29 7.33 65.96

5.917 0.00 69.97 7.00 62.97

6.000 0.00 66.80 6.68 60.12

6.083 0.00 63.78 6.38 57.40

6.167 0.00 60.89 6.09 54.80

6.250 0.00 58.13 5.81 52.31

6.333 0.00 55.49 5.55 49.94

6.417 0.00 52.98 5.30 47.68

6.500 0.00 50.58 5.06 45.52

6.583 0.00 48.29 4.83 43.46

6.667 0.00 46.10 4.61 41.49

6.750 0.00 44.01 4.40 39.61

6.833 0.00 42.02 4.20 37.82

6.917 0.00 40.12 4.01 36.10

7.000 0.00 38.30 3.83 34.47

7.083 0.00 36.56 3.66 32.91

7.167 0.00 34.91 3.49 31.42

7.250 0.00 33.33 3.33 29.99

7.333 0.00 31.82 3.18 28.63

7.417 0.00 30.37 3.04 27.34

7.500 0.00 29.00 2.90 26.10

7.583 0.00 27.68 2.77 24.92

7.667 0.00 26.43 2.64 23.79

7.750 0.00 25.23 2.52 22.71

7.833 0.00 24.09 2.41 21.68

7.917 0.00 23.00 2.30 20.70

8.000 0.00 21.96 2.20 19.76

8.083 0.00 20.96 2.10 18.87

8.167 0.00 20.01 2.00 18.01

8.250 0.00 19.11 1.91 17.20

8.333 0.00 18.24 1.82 16.42

8.417 0.00 17.41 1.74 15.67

8.500 0.00 16.63 1.66 14.96

8.583 0.00 15.87 1.59 14.28

8.667 0.00 15.15 1.52 13.64

8.750 0.00 14.47 1.45 13.02

8.833 0.00 13.81 1.38 12.43

8.917 0.00 13.19 1.32 11.87

9.000 0.00 12.59 1.26 11.33

9.083 0.00 12.02 1.20 10.82

9.167 0.00 11.47 1.15 10.33

9.250 0.00 10.95 1.10 9.86

9.333 0.00 10.46 1.05 9.41

9.417 0.00 9.98 1.00 8.99

9.500 0.00 9.53 0.95 8.58

9.583 0.00 9.10 0.91 8.19

9.667 0.00 8.69 0.87 7.82

9.750 0.00 8.29 0.83 7.46

9.833 0.00 7.92 0.79 7.13

9.917 0.00 7.56 0.76 6.80

10.000 0.00 7.22 0.72 6.50
Date: 4/17/2018 File Name: CCRRT4 Page: 82

10.083 0.00 6.89 0.69 6.20

10.167 0.00 6.58 0.66 5.92

10.250 0.00 6.28 0.63 5.65

10.333 0.00 6.00 0.60 5.40

10.417 0.00 5.72 0.57 5.15

10.500 0.00 5.46 0.55 4.92

10.583 0.00 5.22 0.52 4.70

10.667 0.00 4.98 0.50 4.48

10.750 0.00 4.75 0.48 4.28

10.833 0.00 4.54 0.45 4.09

10.917 0.00 4.33 0.43 3.90

11.000 0.00 4.14 0.41 3.72

11.083 0.00 3.95 0.40 3.56

11.167 0.00 3.77 0.38 3.39

11.250 0.00 3.60 0.36 3.24

11.333 0.00 3.44 0.34 3.09

11.417 0.00 3.28 0.33 2.95

11.500 0.00 3.13 0.31 2.82

11.583 0.00 2.99 0.30 2.69

11.667 0.00 2.86 0.29 2.57

11.750 0.00 2.73 0.27 2.45

11.833 0.00 2.60 0.26 2.34

11.917 0.00 2.48 0.25 2.24

12.000 0.00 2.37 0.24 2.13

12.083 0.00 2.26 0.23 2.04

12.167 0.00 2.16 0.22 1.95

12.250 0.00 2.06 0.21 1.86

12.333 0.00 1.97 0.20 1.77

12.417 0.00 1.88 0.19 1.69

12.500 0.00 1.80 0.18 1.62

12.583 0.00 1.71 0.17 1.54

12.667 0.00 1.64 0.16 1.47

12.750 0.00 1.56 0.16 1.41

12.833 0.00 1.49 0.15 1.34

12.917 0.00 1.42 0.14 1.28

13.000 0.00 1.36 0.14 1.22

13.083 0.00 1.30 0.13 1.17

13.167 0.00 1.24 0.12 1.12

13.250 0.00 1.18 0.12 1.07

13.333 0.00 1.13 0.11 1.02

13.417 0.00 1.08 0.11 0.97

13.500 0.00 1.03 0.10 0.93

13.583 0.00 0.98 0.10 0.88

13.667 0.00 0.94 0.09 0.84

13.750 0.00 0.90 0.09 0.81

13.833 0.00 0.86 0.09 0.77

13.917 0.00 0.82 0.08 0.74

14.000 0.00 0.78 0.08 0.70

14.083 0.00 0.74 0.07 0.67

14.167 0.00 0.71 0.07 0.64

14.250 0.00 0.68 0.07 0.61

14.333 0.00 0.65 0.06 0.58

14.417 0.00 0.62 0.06 0.56

14.500 0.00 0.59 0.06 0.53

14.583 0.00 0.56 0.06 0.51

14.667 0.00 0.54 0.05 0.48

14.750 0.00 0.51 0.05 0.46

14.833 0.00 0.49 0.05 0.44

14.917 0.00 0.47 0.05 0.42

15.000 0.00 0.45 0.04 0.40

15.083 0.00 0.43 0.04 0.38

15.167 0.00 0.41 0.04 0.37

15.250 0.00 0.39 0.04 0.35
Date: 4/17/2018 File Name: CCRRT4 Page: 83

15.333 0.00 0.37 0.04 0.33

15.417 0.00 0.35 0.04 0.32

15.500 0.00 0.34 0.03 0.30

15.583 0.00 0.32 0.03 0.29

15.667 0.00 0.31 0.03 0.28

15.750 0.00 0.29 0.03 0.27

15.833 0.00 0.28 0.03 0.25

15.917 0.00 0.27 0.03 0.24

16.000 0.00 0.26 0.03 0.23

16.083 0.00 0.24 0.02 0.22

16.167 0.00 0.23 0.02 0.21

16.250 0.00 0.22 0.02 0.20

16.333 0.00 0.21 0.02 0.19

16.417 0.00 0.20 0.02 0.18

16.500 0.00 0.19 0.02 0.17

16.583 0.00 0.19 0.02 0.17

16.667 0.00 0.18 0.02 0.16

16.750 0.00 0.17 0.02 0.15

16.833 0.00 0.16 0.02 0.15

16.917 0.00 0.15 0.02 0.14

17.000 0.00 0.15 0.01 0.13

17.083 0.00 0.14 0.01 0.13

17.167 0.00 0.13 0.01 0.12

17.250 0.00 0.13 0.01 0.12

17.333 0.00 0.12 0.01 0.11

17.417 0.00 0.12 0.01 0.10

17.500 0.00 0.11 0.01 0.10

17.583 0.00 0.11 0.01 0.10

17.667 0.00 0.10 0.01 0.09

17.750 0.00 0.10 0.01 0.09

17.833 0.00 0.09 0.01 0.08

17.917 0.00 0.09 0.01 0.08

18.000 0.00 0.08 0.01 0.08

18.083 0.00 0.08 0.01 0.07

18.167 0.00 0.08 0.01 0.07

18.250 0.00 0.07 0.01 0.07

18.333 0.00 0.07 0.01 0.06

18.417 0.00 0.07 0.01 0.06

18.500 0.00 0.06 0.01 0.06

18.583 0.00 0.06 0.01 0.05

18.667 0.00 0.06 0.01 0.05

18.750 0.00 0.06 0.01 0.05

18.833 0.00 0.05 0.01 0.05

18.917 0.00 0.05 0.01 0.05

19.000 0.00 0.05 0.00 0.04

19.083 0.00 0.05 0.00 0.04

19.167 0.00 0.04 0.00 0.04

19.250 0.00 0.04 0.00 0.04

19.333 0.00 0.04 0.00 0.04

19.417 0.00 0.04 0.00 0.03

19.500 0.00 0.04 0.00 0.03

19.583 0.00 0.03 0.00 0.03

19.667 0.00 0.03 0.00 0.03

19.750 0.00 0.03 0.00 0.03

19.833 0.00 0.03 0.00 0.03

19.917 0.00 0.03 0.00 0.03

20.000 0.00 0.03 0.00 0.02
**************************************************************************** FLOW PROCESS FROM NODE 994.00 TO NODE 994.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
Date: 4/17/2018 File Name: CCRRT4 Page: 84
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 150.0 300.0 450.0 600.0
----------------------------------------------------------------------------

0.083 0.0155 2.25 Q . . . .

0.167 0.0921 11.12 Q . . . .

0.250 0.2401 21.50 VQ . . . .

0.333 0.4313 27.76 VQ . . . .

0.417 0.6696 34.60 V Q . . . .

0.500 0.9700 43.62 V Q . . . .

0.583 1.3334 52.76 V Q . . . .

0.667 1.7463 59.96 V Q . . . .

0.750 2.2082 67.07 V Q . . . .

0.833 2.7213 74.50 .V Q . . . .

0.917 3.2638 78.76 .V Q . . . .

1.000 3.8337 82.75 .V Q . . . .

1.083 4.4586 90.75 .V Q . . . .

1.167 5.1653 102.61 .V Q . . . .

1.250 5.9535 114.44 . V Q . . . .

1.333 6.8022 123.24 . V Q . . . .

1.417 7.7025 130.71 . V Q . . . .

1.500 8.6836 142.45 . V Q. . . .

1.583 9.7602 156.33 . V Q . . .

1.667 10.9064 166.42 . V .Q . . .

1.750 12.1306 177.76 . V .Q . . .

1.833 13.4723 194.80 . V . Q . . .

1.917 14.9200 210.22 . V . Q . . .

2.000 16.4360 220.12 . V . Q . . .

2.083 18.0346 232.11 . V . Q . . .

2.167 19.7906 254.97 . V . Q . . .

2.250 21.7922 290.63 . V . Q. . .

2.333 24.0465 327.33 . V. .Q . .

2.417 26.5008 356.36 . V . Q . .

2.500 29.2819 403.82 . .V . Q . .

2.583 32.5286 471.42 . . V . .Q .

2.667 36.1763 529.64 . . V . . Q .

2.750 39.9403 546.53 . . V . . Q .

2.833 43.4672 512.11 . . V . . Q .

2.917 46.7048 470.11 . . V . .Q .

3.000 49.7728 445.47 . . V . Q. .

3.083 52.6817 422.38 . . V Q . .

3.167 55.4153 396.91 . . .V Q . .

3.250 58.0045 375.96 . . . V Q . .

3.333 60.4805 359.51 . . . Q . .

3.417 62.8570 345.06 . . . Q . .

3.500 65.1370 331.06 . . . Q V . .

3.583 67.3254 317.76 . . .Q V . .

3.667 69.4252 304.88 . . Q V . .

3.750 71.4352 291.86 . . Q. V . .

3.833 73.3437 277.11 . . Q . V . .

3.917 75.1377 260.49 . . Q . V . .

4.000 76.8190 244.11 . . Q . V. .

4.083 78.3935 228.62 . . Q . V. .

4.167 79.8669 213.94 . . Q . V .

4.250 81.2428 199.78 . . Q . V .

4.333 82.5254 186.24 . . Q . .V .

4.417 83.7185 173.24 . .Q . .V .

4.500 84.8167 159.47 . Q . . V .

4.583 85.8081 143.94 . Q. . . V .

4.667 86.6989 129.35 . Q . . . V .

Date: 4/17/2018 File Name: CCRRT4 Page: 85

4.750 87.5203 119.27 . Q . . . V .

4.833 88.2998 113.17 . Q . . . V .

4.917 89.0463 108.39 . Q . . . V .

5.000 89.7617 103.88 . Q . . . V .

5.083 90.4470 99.51 . Q . . . V .

5.167 91.1030 95.24 . Q . . . V .

5.250 91.7302 91.07 . Q . . . V .

5.333 92.3296 87.03 . Q . . . V .

5.417 92.9021 83.13 . Q . . . V .

5.500 93.4489 79.39 . Q . . . V .

5.583 93.9709 75.80 . Q . . . V .

5.667 94.4693 72.37 . Q . . . V .

5.750 94.9452 69.09 . Q . . . V .

5.833 95.3995 65.96 . Q . . . V .

5.917 95.8332 62.97 . Q . . . V .

6.000 96.2472 60.12 . Q . . . V .

6.083 96.6425 57.40 . Q . . . V .

6.167 97.0199 54.80 . Q . . . V .

6.250 97.3802 52.31 . Q . . . V .

6.333 97.7242 49.94 . Q . . . V .

6.417 98.0526 47.68 . Q . . . V .

6.500 98.3661 45.52 . Q . . . V .

6.583 98.6654 43.46 . Q . . . V .

6.667 98.9512 41.49 . Q . . . V .

6.750 99.2240 39.61 . Q . . . V .

6.833 99.4844 37.82 . Q . . . V .

6.917 99.7331 36.10 . Q . . . V .

7.000 99.9705 34.47 . Q . . . V .

7.083 100.1971 32.91 . Q . . . V .

7.167 100.4134 31.42 . Q . . . V .

7.250 100.6200 29.99 .Q . . . V .

7.333 100.8172 28.63 .Q . . . V .

7.417 101.0055 27.34 .Q . . . V .

7.500 101.1852 26.10 .Q . . . V .

7.583 101.3568 24.92 .Q . . . V .

7.667 101.5207 23.79 .Q . . . V .

7.750 101.6771 22.71 .Q . . . V .

7.833 101.8264 21.68 .Q . . . V .

7.917 101.9689 20.70 .Q . . . V .

8.000 102.1050 19.76 .Q . . . V .

8.083 102.2349 18.87 .Q . . . V .

8.167 102.3590 18.01 .Q . . . V.

8.250 102.4774 17.20 .Q . . . V.

8.333 102.5905 16.42 .Q . . . V.

8.417 102.6984 15.67 .Q . . . V.

8.500 102.8015 14.96 Q . . . V.

8.583 102.8998 14.28 Q . . . V.

8.667 102.9938 13.64 Q . . . V.

8.750 103.0834 13.02 Q . . . V.

8.833 103.1691 12.43 Q . . . V.

8.917 103.2508 11.87 Q . . . V.

9.000 103.3288 11.33 Q . . . V.

9.083 103.4033 10.82 Q . . . V.

9.167 103.4744 10.33 Q . . . V.

9.250 103.5423 9.86 Q . . . V.

9.333 103.6071 9.41 Q . . . V.

9.417 103.6690 8.99 Q . . . V.

9.500 103.7281 8.58 Q . . . V.

9.583 103.7845 8.19 Q . . . V.

9.667 103.8383 7.82 Q . . . V.

9.750 103.8897 7.46 Q . . . V.

9.833 103.9388 7.13 Q . . . V.

9.917 103.9857 6.80 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 86

10.000 104.0304 6.50 Q . . . V.

10.083 104.0731 6.20 Q . . . V.

10.167 104.1139 5.92 Q . . . V.

10.250 104.1528 5.65 Q . . . V.

10.333 104.1900 5.40 Q . . . V.

10.417 104.2255 5.15 Q . . . V.

10.500 104.2593 4.92 Q . . . V.

10.583 104.2917 4.70 Q . . . V.

10.667 104.3225 4.48 Q . . . V.

10.750 104.3520 4.28 Q . . . V.

10.833 104.3801 4.09 Q . . . V.

10.917 104.4070 3.90 Q . . . V.

11.000 104.4327 3.72 Q . . . V.

11.083 104.4571 3.56 Q . . . V.

11.167 104.4805 3.39 Q . . . V.

11.250 104.5028 3.24 Q . . . V.

11.333 104.5241 3.09 Q . . . V.

11.417 104.5445 2.95 Q . . . V.

11.500 104.5639 2.82 Q . . . V.

11.583 104.5824 2.69 Q . . . V.

11.667 104.6001 2.57 Q . . . V.

11.750 104.6170 2.45 Q . . . V.

11.833 104.6332 2.34 Q . . . V.

11.917 104.6486 2.24 Q . . . V.

12.000 104.6633 2.13 Q . . . V.

12.083 104.6773 2.04 Q . . . V.

12.167 104.6907 1.95 Q . . . V.

12.250 104.7035 1.86 Q . . . V.

12.333 104.7157 1.77 Q . . . V.

12.417 104.7274 1.69 Q . . . V.

12.500 104.7385 1.62 Q . . . V.

12.583 104.7491 1.54 Q . . . V.

12.667 104.7593 1.47 Q . . . V.

12.750 104.7690 1.41 Q . . . V.

12.833 104.7782 1.34 Q . . . V.

12.917 104.7871 1.28 Q . . . V.

13.000 104.7955 1.22 Q . . . V.

13.083 104.8035 1.17 Q . . . V.

13.167 104.8112 1.12 Q . . . V.

13.250 104.8186 1.07 Q . . . V.

13.333 104.8256 1.02 Q . . . V.

13.417 104.8322 0.97 Q . . . V.

13.500 104.8386 0.93 Q . . . V.

13.583 104.8447 0.88 Q . . . V.

13.667 104.8505 0.84 Q . . . V.

13.750 104.8561 0.81 Q . . . V.

13.833 104.8614 0.77 Q . . . V.

13.917 104.8665 0.74 Q . . . V.

14.000 104.8713 0.70 Q . . . V.

14.083 104.8759 0.67 Q . . . V.

14.167 104.8803 0.64 Q . . . V.

14.250 104.8845 0.61 Q . . . V.

14.333 104.8885 0.58 Q . . . V.

14.417 104.8924 0.56 Q . . . V.

14.500 104.8960 0.53 Q . . . V.

14.583 104.8995 0.51 Q . . . V.

14.667 104.9028 0.48 Q . . . V.

14.750 104.9060 0.46 Q . . . V.

14.833 104.9091 0.44 Q . . . V.

14.917 104.9120 0.42 Q . . . V.

15.000 104.9147 0.40 Q . . . V.

15.083 104.9174 0.38 Q . . . V.

15.167 104.9199 0.37 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 87

15.250 104.9223 0.35 Q . . . V.

15.333 104.9246 0.33 Q . . . V.

15.417 104.9268 0.32 Q . . . V.

15.500 104.9289 0.30 Q . . . V.

15.583 104.9309 0.29 Q . . . V.

15.667 104.9328 0.28 Q . . . V.

15.750 104.9347 0.27 Q . . . V.

15.833 104.9364 0.25 Q . . . V.

15.917 104.9381 0.24 Q . . . V.

16.000 104.9397 0.23 Q . . . V.

16.083 104.9412 0.22 Q . . . V.

16.167 104.9426 0.21 Q . . . V.

16.250 104.9440 0.20 Q . . . V.

16.333 104.9453 0.19 Q . . . V.

16.417 104.9466 0.18 Q . . . V.

16.500 104.9478 0.17 Q . . . V.

16.583 104.9489 0.17 Q . . . V.

16.667 104.9500 0.16 Q . . . V.

16.750 104.9511 0.15 Q . . . V.

16.833 104.9521 0.15 Q . . . V.

16.917 104.9530 0.14 Q . . . V.

17.000 104.9539 0.13 Q . . . V.

17.083 104.9548 0.13 Q . . . V.

17.167 104.9556 0.12 Q . . . V.

17.250 104.9564 0.12 Q . . . V.

17.333 104.9572 0.11 Q . . . V.

17.417 104.9579 0.10 Q . . . V.

17.500 104.9586 0.10 Q . . . V.

17.583 104.9593 0.10 Q . . . V.

17.667 104.9599 0.09 Q . . . V.

17.750 104.9605 0.09 Q . . . V.

17.833 104.9611 0.08 Q . . . V.

17.917 104.9616 0.08 Q . . . V.

18.000 104.9621 0.08 Q . . . V.

18.083 104.9626 0.07 Q . . . V.

18.167 104.9631 0.07 Q . . . V.

18.250 104.9636 0.07 Q . . . V.

18.333 104.9640 0.06 Q . . . V.

18.417 104.9644 0.06 Q . . . V.

18.500 104.9648 0.06 Q . . . V.

18.583 104.9652 0.05 Q . . . V.

18.667 104.9655 0.05 Q . . . V.

18.750 104.9659 0.05 Q . . . V.

18.833 104.9662 0.05 Q . . . V.

18.917 104.9665 0.05 Q . . . V.

19.000 104.9668 0.04 Q . . . V.

19.083 104.9671 0.04 Q . . . V.

19.167 104.9674 0.04 Q . . . V.

19.250 104.9676 0.04 Q . . . V.

19.333 104.9679 0.04 Q . . . V.

19.417 104.9681 0.03 Q . . . V.

19.500 104.9683 0.03 Q . . . V.

19.583 104.9686 0.03 Q . . . V.

19.667 104.9688 0.03 Q . . . V.

19.750 104.9690 0.03 Q . . . V.

19.833 104.9692 0.03 Q . . . V.

19.917 104.9693 0.03 Q . . . V.

20.000 104.9695 0.02 Q . . . V.

20.083 104.9697 0.02 Q . . . V.

20.167 104.9698 0.02 Q . . . V.

20.250 104.9700 0.02 Q . . . V.

20.333 104.9701 0.02 Q . . . V.

20.417 104.9703 0.02 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 88

20.500 104.9704 0.02 Q . . . V.

20.583 104.9705 0.02 Q . . . V.

20.667 104.9706 0.02 Q . . . V.

20.750 104.9707 0.02 Q . . . V.

20.833 104.9709 0.02 Q . . . V.

20.917 104.9710 0.01 Q . . . V.

21.000 104.9711 0.01 Q . . . V.

21.083 104.9712 0.01 Q . . . V.

21.167 104.9712 0.01 Q . . . V.

21.250 104.9713 0.01 Q . . . V.

21.333 104.9714 0.01 Q . . . V.

21.417 104.9715 0.01 Q . . . V.

21.500 104.9716 0.01 Q . . . V.

21.583 104.9716 0.01 Q . . . V.

21.667 104.9717 0.01 Q . . . V.

21.750 104.9718 0.01 Q . . . V.

21.833 104.9718 0.01 Q . . . V.

21.917 104.9719 0.01 Q . . . V.

22.000 104.9719 0.01 Q . . . V.

22.083 104.9720 0.01 Q . . . V.

22.167 104.9720 0.01 Q . . . V.

22.250 104.9721 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1335.0
10% 335.0
20% 220.0
30% 170.0
40% 130.0
50% 100.0
60% 70.0
70% 45.0
80% 30.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 994.00 TO NODE 994.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 2 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 17.5 35.0 52.5 70.0
----------------------------------------------------------------------------

0.083 0.0017 0.25 Q . . . .

0.167 0.0102 1.24 Q . . . .

0.250 0.0267 2.39 VQ . . . .

0.333 0.0479 3.08 VQ . . . .

0.417 0.0744 3.84 V Q . . . .

0.500 0.1078 4.85 V Q . . . .

0.583 0.1482 5.86 V Q . . . .

0.667 0.1940 6.66 V Q . . . .

0.750 0.2454 7.45 V Q . . . .

Date: 4/17/2018 File Name: CCRRT4 Page: 89

0.833 0.3024 8.28 .V Q . . . .

0.917 0.3626 8.75 .V Q . . . .

1.000 0.4260 9.19 .V Q . . . .

1.083 0.4954 10.08 .V Q . . . .

1.167 0.5739 11.40 .V Q . . . .

1.250 0.6615 12.72 . V Q . . . .

1.333 0.7558 13.69 . V Q . . . .

1.417 0.8558 14.52 . V Q . . . .

1.500 0.9648 15.83 . V Q. . . .

1.583 1.0845 17.37 . V Q. . . .

1.667 1.2118 18.49 . V Q . . .

1.750 1.3478 19.75 . V .Q . . .

1.833 1.4969 21.64 . V . Q . . .

1.917 1.6578 23.36 . V . Q . . .

2.000 1.8262 24.46 . V . Q . . .

2.083 2.0038 25.79 . V . Q . . .

2.167 2.1990 28.33 . V . Q . . .

2.250 2.4213 32.29 . V . Q . . .

2.333 2.6718 36.37 . V. Q . .

2.417 2.9445 39.60 . V . Q . .

2.500 3.2535 44.87 . .V . Q . .

2.583 3.6143 52.38 . . V . Q. .

2.667 4.0196 58.85 . . V . . Q .

2.750 4.4378 60.73 . . V . . Q .

2.833 4.8297 56.90 . . V . . Q .

2.917 5.1894 52.23 . . V . Q. .

3.000 5.5303 49.50 . . V . Q . .

3.083 5.8535 46.93 . . V Q . .

3.167 6.1573 44.10 . . .V Q . .

3.250 6.4449 41.77 . . . VQ . .

3.333 6.7201 39.95 . . . QV . .

3.417 6.9841 38.34 . . .Q V . .

3.500 7.2374 36.78 . . .Q V . .

3.583 7.4806 35.31 . . Q V . .

3.667 7.7139 33.88 . . Q. V . .

3.750 7.9372 32.43 . . Q . V . .

3.833 8.1493 30.79 . . Q . V . .

3.917 8.3486 28.94 . . Q . V . .

4.000 8.5354 27.12 . . Q . V. .

4.083 8.7104 25.40 . . Q . V. .

4.167 8.8741 23.77 . . Q . V .

4.250 9.0270 22.20 . . Q . V .

4.333 9.1695 20.69 . .Q . .V .

4.417 9.3021 19.25 . Q . .V .

4.500 9.4241 17.72 . Q . . V .

4.583 9.5342 15.99 . Q. . . V .

4.667 9.6332 14.37 . Q . . . V .

4.750 9.7245 13.25 . Q . . . V .

4.833 9.8111 12.57 . Q . . . V .

4.917 9.8940 12.04 . Q . . . V .

5.000 9.9735 11.54 . Q . . . V .

5.083 10.0497 11.06 . Q . . . V .

5.167 10.1226 10.58 . Q . . . V .

5.250 10.1922 10.12 . Q . . . V .

5.333 10.2588 9.67 . Q . . . V .

5.417 10.3225 9.24 . Q . . . V .

5.500 10.3832 8.82 . Q . . . V .

5.583 10.4412 8.42 . Q . . . V .

5.667 10.4966 8.04 . Q . . . V .

5.750 10.5495 7.68 . Q . . . V .

5.833 10.5999 7.33 . Q . . . V .

5.917 10.6481 7.00 . Q . . . V .

6.000 10.6941 6.68 . Q . . . V .

Date: 4/17/2018 File Name: CCRRT4 Page: 90

6.083 10.7381 6.38 . Q . . . V .

6.167 10.7800 6.09 . Q . . . V .

6.250 10.8200 5.81 . Q . . . V .

6.333 10.8582 5.55 . Q . . . V .

6.417 10.8947 5.30 . Q . . . V .

6.500 10.9296 5.06 . Q . . . V .

6.583 10.9628 4.83 . Q . . . V .

6.667 10.9946 4.61 . Q . . . V .

6.750 11.0249 4.40 . Q . . . V .

6.833 11.0538 4.20 . Q . . . V .

6.917 11.0814 4.01 . Q . . . V .

7.000 11.1078 3.83 . Q . . . V .

7.083 11.1330 3.66 . Q . . . V .

7.167 11.1570 3.49 .Q . . . V .

7.250 11.1800 3.33 .Q . . . V .

7.333 11.2019 3.18 .Q . . . V .

7.417 11.2228 3.04 .Q . . . V .

7.500 11.2428 2.90 .Q . . . V .

7.583 11.2619 2.77 .Q . . . V .

7.667 11.2801 2.64 .Q . . . V .

7.750 11.2974 2.52 .Q . . . V .

7.833 11.3140 2.41 .Q . . . V .

7.917 11.3299 2.30 .Q . . . V .

8.000 11.3450 2.20 .Q . . . V .

8.083 11.3594 2.10 .Q . . . V .

8.167 11.3732 2.00 .Q . . . V.

8.250 11.3864 1.91 .Q . . . V.

8.333 11.3989 1.82 .Q . . . V.

8.417 11.4109 1.74 Q . . . V.

8.500 11.4224 1.66 Q . . . V.

8.583 11.4333 1.59 Q . . . V.

8.667 11.4437 1.52 Q . . . V.

8.750 11.4537 1.45 Q . . . V.

8.833 11.4632 1.38 Q . . . V.

8.917 11.4723 1.32 Q . . . V.

9.000 11.4810 1.26 Q . . . V.

9.083 11.4893 1.20 Q . . . V.

9.167 11.4972 1.15 Q . . . V.

9.250 11.5047 1.10 Q . . . V.

9.333 11.5119 1.05 Q . . . V.

9.417 11.5188 1.00 Q . . . V.

9.500 11.5253 0.95 Q . . . V.

9.583 11.5316 0.91 Q . . . V.

9.667 11.5376 0.87 Q . . . V.

9.750 11.5433 0.83 Q . . . V.

9.833 11.5488 0.79 Q . . . V.

9.917 11.5540 0.76 Q . . . V.

10.000 11.5589 0.72 Q . . . V.

10.083 11.5637 0.69 Q . . . V.

10.167 11.5682 0.66 Q . . . V.

10.250 11.5725 0.63 Q . . . V.

10.333 11.5767 0.60 Q . . . V.

10.417 11.5806 0.57 Q . . . V.

10.500 11.5844 0.55 Q . . . V.

10.583 11.5880 0.52 Q . . . V.

10.667 11.5914 0.50 Q . . . V.

10.750 11.5947 0.48 Q . . . V.

10.833 11.5978 0.45 Q . . . V.

10.917 11.6008 0.43 Q . . . V.

11.000 11.6036 0.41 Q . . . V.

11.083 11.6063 0.40 Q . . . V.

11.167 11.6089 0.38 Q . . . V.

11.250 11.6114 0.36 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 91

11.333 11.6138 0.34 Q . . . V.

11.417 11.6160 0.33 Q . . . V.

11.500 11.6182 0.31 Q . . . V.

11.583 11.6203 0.30 Q . . . V.

11.667 11.6222 0.29 Q . . . V.

11.750 11.6241 0.27 Q . . . V.

11.833 11.6259 0.26 Q . . . V.

11.917 11.6276 0.25 Q . . . V.

12.000 11.6292 0.24 Q . . . V.

12.083 11.6308 0.23 Q . . . V.

12.167 11.6323 0.22 Q . . . V.

12.250 11.6337 0.21 Q . . . V.

12.333 11.6351 0.20 Q . . . V.

12.417 11.6364 0.19 Q . . . V.

12.500 11.6376 0.18 Q . . . V.

12.583 11.6388 0.17 Q . . . V.

12.667 11.6399 0.16 Q . . . V.

12.750 11.6410 0.16 Q . . . V.

12.833 11.6420 0.15 Q . . . V.

12.917 11.6430 0.14 Q . . . V.

13.000 11.6439 0.14 Q . . . V.

13.083 11.6448 0.13 Q . . . V.

13.167 11.6457 0.12 Q . . . V.

13.250 11.6465 0.12 Q . . . V.

13.333 11.6473 0.11 Q . . . V.

13.417 11.6480 0.11 Q . . . V.

13.500 11.6487 0.10 Q . . . V.

13.583 11.6494 0.10 Q . . . V.

13.667 11.6501 0.09 Q . . . V.

13.750 11.6507 0.09 Q . . . V.

13.833 11.6513 0.09 Q . . . V.

13.917 11.6518 0.08 Q . . . V.

14.000 11.6524 0.08 Q . . . V.

14.083 11.6529 0.07 Q . . . V.

14.167 11.6534 0.07 Q . . . V.

14.250 11.6538 0.07 Q . . . V.

14.333 11.6543 0.06 Q . . . V.

14.417 11.6547 0.06 Q . . . V.

14.500 11.6551 0.06 Q . . . V.

14.583 11.6555 0.06 Q . . . V.

14.667 11.6559 0.05 Q . . . V.

14.750 11.6562 0.05 Q . . . V.

14.833 11.6566 0.05 Q . . . V.

14.917 11.6569 0.05 Q . . . V.

15.000 11.6572 0.04 Q . . . V.

15.083 11.6575 0.04 Q . . . V.

15.167 11.6578 0.04 Q . . . V.

15.250 11.6580 0.04 Q . . . V.

15.333 11.6583 0.04 Q . . . V.

15.417 11.6585 0.04 Q . . . V.

15.500 11.6588 0.03 Q . . . V.

15.583 11.6590 0.03 Q . . . V.

15.667 11.6592 0.03 Q . . . V.

15.750 11.6594 0.03 Q . . . V.

15.833 11.6596 0.03 Q . . . V.

15.917 11.6598 0.03 Q . . . V.

16.000 11.6600 0.03 Q . . . V.

16.083 11.6601 0.02 Q . . . V.

16.167 11.6603 0.02 Q . . . V.

16.250 11.6604 0.02 Q . . . V.

16.333 11.6606 0.02 Q . . . V.

16.417 11.6607 0.02 Q . . . V.

16.500 11.6609 0.02 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 92

16.583 11.6610 0.02 Q . . . V.

16.667 11.6611 0.02 Q . . . V.

16.750 11.6612 0.02 Q . . . V.

16.833 11.6613 0.02 Q . . . V.

16.917 11.6614 0.02 Q . . . V.

17.000 11.6615 0.01 Q . . . V.

17.083 11.6616 0.01 Q . . . V.

17.167 11.6617 0.01 Q . . . V.

17.250 11.6618 0.01 Q . . . V.

17.333 11.6619 0.01 Q . . . V.

17.417 11.6620 0.01 Q . . . V.

17.500 11.6621 0.01 Q . . . V.

17.583 11.6621 0.01 Q . . . V.

17.667 11.6622 0.01 Q . . . V.

17.750 11.6623 0.01 Q . . . V.

17.833 11.6623 0.01 Q . . . V.

17.917 11.6624 0.01 Q . . . V.

18.000 11.6625 0.01 Q . . . V.

18.083 11.6625 0.01 Q . . . V.

18.167 11.6626 0.01 Q . . . V.

18.250 11.6626 0.01 Q . . . V.

18.333 11.6627 0.01 Q . . . V.

18.417 11.6627 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1105.0
10% 335.0
20% 220.0
30% 170.0
40% 130.0
50% 100.0
60% 70.0
70% 45.0
80% 30.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 994.00 TO NODE 993.00 IS CODE = 5.2 ---------------------------------------------------------------------------- >>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< ============================================================================

ASSUMED REGULAR CHANNEL INFORMATION:

BASEWIDTH(FT) = 6.00 CHANNEL Z = 0.00
UPSTREAM ELEVATION(FT) = 2415.00
DOWNSTREAM ELEVATION(FT) = 2412.00
CHANNEL LENGTH(FT) = 97.00 MANNING'S FACTOR = 0.015
CONSTANT LOSS RATE(CFS) = 0.00
Date: 4/17/2018 File Name: CCRRT4 Page: 93
CHANNEL ROUTING COEFFICIENT ESTIMATED:

MAXIMUM INFLOW(CFS) = 546.53
AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 388.80 CHANNEL NORMAL VELOCITY FOR Q = 388.80 CFS = 22.53 FPS
ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.930
MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE
UNIT INTERVALS IS CSTAR = 1.000
CONVEX METHOD CHANNEL ROUTING RESULTS:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 2.25 2.22 2.22

0.167 11.12 11.00 11.00

0.250 21.50 21.36 21.36

0.333 27.76 27.68 27.68

0.417 34.60 34.51 34.51

0.500 43.62 43.50 43.50

0.583 52.76 52.63 52.63

0.667 59.96 59.86 59.86

0.750 67.07 66.98 66.98

0.833 74.50 74.40 74.40

0.917 78.76 78.70 78.70

1.000 82.75 82.70 82.70

1.083 90.75 90.64 90.64

1.167 102.61 102.45 102.45

1.250 114.44 114.29 114.29

1.333 123.24 123.12 123.12

1.417 130.71 130.62 130.62

1.500 142.45 142.30 142.30

1.583 156.33 156.15 156.15

1.667 166.42 166.29 166.29

1.750 177.76 177.61 177.61

1.833 194.80 194.57 194.57

1.917 210.22 210.01 210.01

2.000 220.12 219.99 219.99

2.083 232.11 231.95 231.95

2.167 254.97 254.66 254.66

2.250 290.63 290.15 290.15

2.333 327.33 326.84 326.84

2.417 356.36 355.98 355.98

2.500 403.82 403.19 403.19

2.583 471.42 470.52 470.52

2.667 529.64 528.86 528.86

2.750 546.53 546.30 546.30

2.833 512.11 512.57 512.57

2.917 470.11 470.67 470.67

3.000 445.47 445.80 445.80

3.083 422.38 422.68 422.68

3.167 396.91 397.25 397.25

3.250 375.96 376.24 376.24

3.333 359.51 359.73 359.73

3.417 345.06 345.26 345.26

3.500 331.06 331.24 331.24

3.583 317.76 317.94 317.94

3.667 304.88 305.05 305.05

3.750 291.86 292.04 292.04

3.833 277.11 277.31 277.31
Date: 4/17/2018 File Name: CCRRT4 Page: 94

3.917 260.49 260.71 260.71

4.000 244.11 244.33 244.33

4.083 228.62 228.83 228.83

4.167 213.94 214.13 214.13

4.250 199.78 199.97 199.97

4.333 186.24 186.42 186.42

4.417 173.24 173.41 173.41

4.500 159.47 159.65 159.65

4.583 143.94 144.15 144.15

4.667 129.35 129.54 129.54

4.750 119.27 119.41 119.41

4.833 113.17 113.25 113.25

4.917 108.39 108.46 108.46

5.000 103.88 103.94 103.94

5.083 99.51 99.57 99.57

5.167 95.24 95.30 95.30

5.250 91.07 91.13 91.13

5.333 87.03 87.08 87.08

5.417 83.13 83.18 83.18

5.500 79.39 79.44 79.44

5.583 75.80 75.85 75.85

5.667 72.37 72.42 72.42

5.750 69.09 69.14 69.14

5.833 65.96 66.00 66.00

5.917 62.97 63.01 63.01

6.000 60.12 60.16 60.16

6.083 57.40 57.43 57.43

6.167 54.80 54.83 54.83

6.250 52.31 52.35 52.35

6.333 49.94 49.98 49.98

6.417 47.68 47.71 47.71

6.500 45.52 45.55 45.55

6.583 43.46 43.49 43.49

6.667 41.49 41.52 41.52

6.750 39.61 39.64 39.64

6.833 37.82 37.84 37.84

6.917 36.10 36.13 36.13

7.000 34.47 34.49 34.49

7.083 32.91 32.93 32.93

7.167 31.42 31.44 31.44

7.250 29.99 30.01 30.01

7.333 28.63 28.65 28.65

7.417 27.34 27.35 27.35

7.500 26.10 26.12 26.12

7.583 24.92 24.93 24.93

7.667 23.79 23.80 23.80

7.750 22.71 22.72 22.72

7.833 21.68 21.69 21.69

7.917 20.70 20.71 20.71

8.000 19.76 19.77 19.77

8.083 18.87 18.88 18.88

8.167 18.01 18.02 18.02

8.250 17.20 17.21 17.21

8.333 16.42 16.43 16.43

8.417 15.67 15.68 15.68

8.500 14.96 14.97 14.97

8.583 14.28 14.29 14.29

8.667 13.64 13.65 13.65

8.750 13.02 13.03 13.03

8.833 12.43 12.44 12.44

8.917 11.87 11.87 11.87

9.000 11.33 11.34 11.34

9.083 10.82 10.82 10.82
Date: 4/17/2018 File Name: CCRRT4 Page: 95

9.167 10.33 10.33 10.33

9.250 9.86 9.86 9.86

9.333 9.41 9.42 9.42

9.417 8.99 8.99 8.99

9.500 8.58 8.58 8.58

9.583 8.19 8.19 8.19

9.667 7.82 7.82 7.82

9.750 7.46 7.47 7.47

9.833 7.13 7.13 7.13

9.917 6.80 6.81 6.81

10.000 6.50 6.50 6.50

10.083 6.20 6.20 6.20

10.167 5.92 5.92 5.92

10.250 5.65 5.66 5.66

10.333 5.40 5.40 5.40

10.417 5.15 5.15 5.15

10.500 4.92 4.92 4.92

10.583 4.70 4.70 4.70

10.667 4.48 4.49 4.49

10.750 4.28 4.28 4.28

10.833 4.09 4.09 4.09

10.917 3.90 3.90 3.90

11.000 3.72 3.73 3.73

11.083 3.56 3.56 3.56

11.167 3.39 3.40 3.40

11.250 3.24 3.24 3.24

11.333 3.09 3.10 3.10

11.417 2.95 2.96 2.96

11.500 2.82 2.82 2.82

11.583 2.69 2.69 2.69

11.667 2.57 2.57 2.57

11.750 2.45 2.46 2.46

11.833 2.34 2.34 2.34

11.917 2.24 2.24 2.24

12.000 2.13 2.14 2.14

12.083 2.04 2.04 2.04

12.167 1.95 1.95 1.95

12.250 1.86 1.86 1.86

12.333 1.77 1.77 1.77

12.417 1.69 1.69 1.69

12.500 1.62 1.62 1.62

12.583 1.54 1.54 1.54

12.667 1.47 1.47 1.47

12.750 1.41 1.41 1.41

12.833 1.34 1.34 1.34

12.917 1.28 1.28 1.28

13.000 1.22 1.22 1.22

13.083 1.17 1.17 1.17

13.167 1.12 1.12 1.12

13.250 1.07 1.07 1.07

13.333 1.02 1.02 1.02

13.417 0.97 0.97 0.97

13.500 0.93 0.93 0.93

13.583 0.88 0.89 0.89

13.667 0.84 0.85 0.85

13.750 0.81 0.81 0.81

13.833 0.77 0.77 0.77

13.917 0.74 0.74 0.74

14.000 0.70 0.70 0.70

14.083 0.67 0.67 0.67

14.167 0.64 0.64 0.64

14.250 0.61 0.61 0.61

14.333 0.58 0.58 0.58
Date: 4/17/2018 File Name: CCRRT4 Page: 96

14.417 0.56 0.56 0.56

14.500 0.53 0.53 0.53

14.583 0.51 0.51 0.51

14.667 0.48 0.48 0.48

14.750 0.46 0.46 0.46

14.833 0.44 0.44 0.44

14.917 0.42 0.42 0.42

15.000 0.40 0.40 0.40

15.083 0.38 0.38 0.38

15.167 0.37 0.37 0.37

15.250 0.35 0.35 0.35

15.333 0.33 0.33 0.33

15.417 0.32 0.32 0.32

15.500 0.30 0.30 0.30

15.583 0.29 0.29 0.29

15.667 0.28 0.28 0.28

15.750 0.27 0.27 0.27

15.833 0.25 0.25 0.25

15.917 0.24 0.24 0.24

16.000 0.23 0.23 0.23

16.083 0.22 0.22 0.22

16.167 0.21 0.21 0.21

16.250 0.20 0.20 0.20

16.333 0.19 0.19 0.19

16.417 0.18 0.18 0.18

16.500 0.17 0.17 0.17

16.583 0.17 0.17 0.17

16.667 0.16 0.16 0.16

16.750 0.15 0.15 0.15

16.833 0.15 0.15 0.15

16.917 0.14 0.14 0.14

17.000 0.13 0.13 0.13

17.083 0.13 0.13 0.13

17.167 0.12 0.12 0.12

17.250 0.12 0.12 0.12

17.333 0.11 0.11 0.11

17.417 0.10 0.10 0.10

17.500 0.10 0.10 0.10

17.583 0.10 0.10 0.10

17.667 0.09 0.09 0.09

17.750 0.09 0.09 0.09

17.833 0.08 0.08 0.08

17.917 0.08 0.08 0.08

18.000 0.08 0.08 0.08

18.083 0.07 0.07 0.07

18.167 0.07 0.07 0.07

18.250 0.07 0.07 0.07

18.333 0.06 0.06 0.06

18.417 0.06 0.06 0.06

18.500 0.06 0.06 0.06

18.583 0.05 0.05 0.05

18.667 0.05 0.05 0.05

18.750 0.05 0.05 0.05

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.04 0.04 0.04

19.083 0.04 0.04 0.04

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.03 0.03 0.03

19.500 0.03 0.03 0.03

19.583 0.03 0.03 0.03
Date: 4/17/2018 File Name: CCRRT4 Page: 97

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.02 0.02 0.02

20.083 0.02 0.02 0.02

20.167 0.02 0.02 0.02

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.01 0.01 0.01

21.000 0.01 0.01 0.01

21.083 0.01 0.01 0.01

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01

22.083 0.01 0.01 0.01

22.167 0.01 0.01 0.01

22.250 0.01 0.01 0.01

22.333 0.01 0.01 0.01

22.417 0.01 0.01 0.01

22.500 0.01 0.01 0.01

22.583 0.01 0.01 0.01

22.667 0.01 0.01 0.01

22.750 0.01 0.01 0.01

22.833 0.01 0.01 0.01

22.917 0.00 0.00 0.00

23.000 0.00 0.00 0.00

23.083 0.00 0.00 0.00

23.167 0.00 0.00 0.00

23.250 0.00 0.00 0.00

23.333 0.00 0.00 0.00

23.417 0.00 0.00 0.00

23.500 0.00 0.00 0.00

23.583 0.00 0.00 0.00

23.667 0.00 0.00 0.00

23.750 0.00 0.00 0.00

23.833 0.00 0.00 0.00

23.917 0.00 0.00 0.00

24.000 0.00 0.00 0.00
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 104.973 AF
OUTFLOW VOLUME = 104.973 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 993.00 TO NODE 992.00 IS CODE = 4 ---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 98
>>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE

STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW

VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:

UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):

PIPELENGTH(FT) = 1545.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 2412.00
DOWNSTREAM ELEVATION(FT) = 2379.00
PIPE DIAMETER(FT) = 6.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:

TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)

0.083 2.22 0.82 0.00 0.000

0.167 11.00 4.05 0.00 0.000

0.250 21.36 7.86 15.36 0.000

0.333 27.68 10.18 30.68 0.000

0.417 34.51 11.66 33.27 0.000

0.500 43.50 12.36 40.61 0.000

0.583 52.63 13.07 51.55 0.000

0.667 59.86 13.63 58.68 0.000

0.750 66.98 14.10 65.12 0.000

0.833 74.40 14.54 72.53 0.000

0.917 78.70 14.80 77.67 0.000

1.000 82.70 15.04 81.77 0.000

1.083 90.64 15.52 88.87 0.000

1.167 102.45 16.09 99.75 0.000

1.250 114.29 16.64 111.69 0.000

1.333 123.12 17.04 121.29 0.000

1.417 130.62 17.33 128.99 0.000

1.500 142.30 17.76 139.85 0.000

1.583 156.15 18.26 153.38 0.000

1.667 166.29 18.61 164.30 0.000

1.750 177.61 18.99 175.47 0.000

1.833 194.57 19.47 191.26 0.000

1.917 210.01 19.82 206.91 0.000

2.000 219.99 20.04 218.04 0.000

2.083 231.95 20.32 229.70 0.000

2.167 254.66 20.81 250.43 0.000

2.250 290.15 21.48 283.61 0.000

2.333 326.84 22.20 320.58 0.000

2.417 355.98 22.66 350.90 0.000

2.500 403.19 23.22 394.66 0.000

2.583 470.52 24.04 459.15 0.000

2.667 528.86 24.54 518.67 0.000

2.750 546.30 24.66 543.22 0.000

2.833 512.57 24.42 518.57 0.000

2.917 470.67 24.04 477.92 0.000

3.000 445.80 23.78 450.07 0.000

3.083 422.68 23.49 426.59 0.000

3.167 397.25 23.15 401.54 0.000

3.250 376.24 22.93 380.10 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 99

3.333 359.73 22.71 362.67 0.000

3.417 345.26 22.51 347.83 0.000

3.500 331.24 22.28 333.67 0.000

3.583 317.94 22.04 320.23 0.000

3.667 305.05 21.80 307.27 0.000

3.750 292.04 21.52 294.23 0.000

3.833 277.31 21.21 279.87 0.000

3.917 260.71 20.92 263.85 0.000

4.000 244.33 20.61 247.46 0.000

4.083 228.83 20.25 231.68 0.000

4.167 214.13 19.91 216.94 0.000

4.250 199.97 19.59 202.79 0.000

4.333 186.42 19.28 189.20 0.000

4.417 173.41 18.85 175.82 0.000

4.500 159.65 18.38 162.30 0.000

4.583 144.15 17.82 147.23 0.000

4.667 129.54 17.29 132.60 0.000

4.750 119.41 16.87 121.56 0.000

4.833 113.25 16.59 114.54 0.000

4.917 108.46 16.37 109.49 0.000

5.000 103.94 16.16 104.94 0.000

5.083 99.57 15.96 100.56 0.000

5.167 95.30 15.77 96.29 0.000

5.250 91.13 15.55 92.08 0.000

5.333 87.08 15.31 87.97 0.000

5.417 83.18 15.07 84.06 0.000

5.500 79.44 14.85 80.31 0.000

5.583 75.85 14.63 76.71 0.000

5.667 72.42 14.42 73.26 0.000

5.750 69.14 14.23 69.97 0.000

5.833 66.00 14.04 66.82 0.000

5.917 63.01 13.86 63.81 0.000

6.000 60.16 13.66 60.89 0.000

6.083 57.43 13.44 58.12 0.000

6.167 54.83 13.24 55.51 0.000

6.250 52.35 13.05 53.01 0.000

6.333 49.98 12.86 50.63 0.000

6.417 47.71 12.69 48.35 0.000

6.500 45.55 12.52 46.18 0.000

6.583 43.49 12.36 44.10 0.000

6.667 41.52 12.21 42.12 0.000

6.750 39.64 12.06 40.23 0.000

6.833 37.84 11.92 38.42 0.000

6.917 36.13 11.79 36.69 0.000

7.000 34.49 11.66 35.04 0.000

7.083 32.93 11.54 33.46 0.000

7.167 31.44 11.42 31.96 0.000

7.250 30.01 11.04 30.18 0.000

7.333 28.65 10.54 28.65 0.000

7.417 27.35 10.06 27.35 0.000

7.500 26.12 9.61 26.12 0.000

7.583 24.93 9.17 24.93 0.000

7.667 23.80 8.76 23.80 0.000

7.750 22.72 8.36 22.72 0.000

7.833 21.69 7.98 21.69 0.000

7.917 20.71 7.62 20.71 0.000

8.000 19.77 7.27 19.77 0.000

8.083 18.88 6.94 18.88 0.000

8.167 18.02 6.63 18.02 0.000

8.250 17.21 6.33 17.21 0.000

8.333 16.43 6.04 16.43 0.000

8.417 15.68 5.77 15.68 0.000

8.500 14.97 5.51 14.97 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 100

8.583 14.29 5.26 14.29 0.000

8.667 13.65 5.02 14.00 0.000

8.750 13.03 4.79 13.29 0.000

8.833 12.44 4.57 12.41 0.000

8.917 11.87 4.37 11.85 0.000

9.000 11.34 4.17 11.31 0.000

9.083 10.82 3.98 10.80 0.000

9.167 10.33 3.80 10.31 0.000

9.250 9.86 3.63 9.84 0.000

9.333 9.42 3.46 9.40 0.000

9.417 8.99 3.31 8.97 0.000

9.500 8.58 3.16 8.56 0.000

9.583 8.19 3.01 8.18 0.000

9.667 7.82 2.88 7.81 0.000

9.750 7.47 2.75 7.45 0.000

9.833 7.13 2.62 7.11 0.000

9.917 6.81 2.50 6.79 0.000

10.000 6.50 2.39 6.87 0.000

10.083 6.20 2.28 6.42 0.000

10.167 5.92 2.18 5.88 0.000

10.250 5.66 2.08 5.62 0.000

10.333 5.40 1.99 5.36 0.000

10.417 5.15 1.90 5.12 0.000

10.500 4.92 1.81 4.89 0.000

10.583 4.70 1.73 4.67 0.000

10.667 4.49 1.65 4.45 0.000

10.750 4.28 1.58 4.25 0.000

10.833 4.09 1.50 4.60 0.000

10.917 3.90 1.44 3.94 0.000

11.000 3.73 1.37 3.67 0.000

11.083 3.56 1.31 3.51 0.000

11.167 3.40 1.25 3.35 0.000

11.250 3.24 1.19 3.20 0.000

11.333 3.10 1.14 3.05 0.000

11.417 2.96 1.09 3.33 0.000

11.500 2.82 1.04 2.98 0.000

11.583 2.69 0.99 2.63 0.000

11.667 2.57 0.95 2.51 0.000

11.750 2.46 0.90 2.39 0.000

11.833 2.34 0.86 2.29 0.000

11.917 2.24 0.82 2.72 0.000

12.000 2.14 0.79 2.16 0.000

12.083 2.04 0.75 1.96 0.000

12.167 1.95 0.72 1.87 0.000

12.250 1.86 0.68 1.79 0.000

12.333 1.77 0.65 2.28 0.000

12.417 1.69 0.62 1.66 0.000

12.500 1.62 0.59 1.53 0.000

12.583 1.54 0.57 1.46 0.000

12.667 1.47 0.54 1.76 0.000

12.750 1.41 0.52 1.58 0.000

12.833 1.34 0.50 1.24 0.000

12.917 1.28 0.50 1.19 0.000

13.000 1.22 0.50 1.58 0.000

13.083 1.17 0.50 1.25 0.000

13.167 1.12 0.50 1.00 0.000

13.250 1.07 0.50 1.06 0.000

13.333 1.02 0.50 1.44 0.000

13.417 0.97 0.50 0.84 0.000

13.500 0.93 0.50 0.81 0.000

13.583 0.89 0.50 1.33 0.000

13.667 0.85 0.50 0.94 0.000

13.750 0.81 0.50 1.30 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 101

13.833 0.77 0.50 1.24 0.000

13.917 0.74 0.50 1.19 0.000

14.000 0.70 0.50 1.13 0.000

14.083 0.67 0.50 1.08 0.000

14.167 0.64 0.50 1.03 0.000

14.250 0.61 0.50 0.99 0.000

14.333 0.58 0.50 0.94 0.000

14.417 0.56 0.50 0.90 0.000

14.500 0.53 0.50 0.86 0.000

14.583 0.51 0.50 0.82 0.000

14.667 0.48 0.50 0.78 0.000

14.750 0.46 0.50 0.75 0.000

14.833 0.44 0.50 0.71 0.000

14.917 0.42 0.50 0.68 0.000

15.000 0.40 0.50 0.65 0.000

15.083 0.38 0.50 0.62 0.000

15.167 0.37 0.50 0.59 0.000

15.250 0.35 0.50 0.56 0.000

15.333 0.33 0.50 0.54 0.000

15.417 0.32 0.50 0.51 0.000

15.500 0.30 0.50 0.49 0.000

15.583 0.29 0.50 0.47 0.000

15.667 0.28 0.50 0.45 0.000

15.750 0.27 0.50 0.43 0.000

15.833 0.25 0.50 0.41 0.000

15.917 0.24 0.50 0.39 0.000

16.000 0.23 0.50 0.37 0.000

16.083 0.22 0.50 0.36 0.000

16.167 0.21 0.50 0.34 0.000

16.250 0.20 0.50 0.32 0.000

16.333 0.19 0.50 0.31 0.000

16.417 0.18 0.50 0.30 0.000

16.500 0.17 0.50 0.28 0.000

16.583 0.17 0.50 0.27 0.000

16.667 0.16 0.50 0.26 0.000

16.750 0.15 0.50 0.25 0.000

16.833 0.15 0.50 0.23 0.000

16.917 0.14 0.50 0.22 0.000

17.000 0.13 0.50 0.21 0.000

17.083 0.13 0.50 0.20 0.000

17.167 0.12 0.50 0.19 0.000

17.250 0.12 0.50 0.19 0.000

17.333 0.11 0.50 0.18 0.000

17.417 0.10 0.50 0.17 0.000

17.500 0.10 0.50 0.16 0.000

17.583 0.10 0.50 0.15 0.000

17.667 0.09 0.50 0.15 0.000

17.750 0.09 0.50 0.14 0.000

17.833 0.08 0.50 0.13 0.000

17.917 0.08 0.50 0.13 0.000

18.000 0.08 0.50 0.12 0.000

18.083 0.07 0.50 0.12 0.000

18.167 0.07 0.50 0.11 0.000

18.250 0.07 0.50 0.11 0.000

18.333 0.06 0.50 0.10 0.000

18.417 0.06 0.50 0.10 0.000

18.500 0.06 0.50 0.09 0.000

18.583 0.05 0.50 0.09 0.000

18.667 0.05 0.50 0.08 0.000

18.750 0.05 0.50 0.08 0.000

18.833 0.05 0.50 0.08 0.000

18.917 0.05 0.50 0.07 0.000

19.000 0.04 0.50 0.07 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 102

19.083 0.04 0.50 0.07 0.000

19.167 0.04 0.50 0.06 0.000

19.250 0.04 0.50 0.06 0.000

19.333 0.04 0.50 0.06 0.000

19.417 0.03 0.50 0.06 0.000

19.500 0.03 0.50 0.05 0.000

19.583 0.03 0.50 0.05 0.000

19.667 0.03 0.50 0.05 0.000

19.750 0.03 0.50 0.05 0.000

19.833 0.03 0.50 0.04 0.000

19.917 0.03 0.50 0.04 0.000

20.000 0.02 0.50 0.04 0.000

20.083 0.02 0.50 0.04 0.000

20.167 0.02 0.50 0.04 0.000

20.250 0.02 0.50 0.03 0.000

20.333 0.02 0.50 0.03 0.000

20.417 0.02 0.50 0.03 0.000

20.500 0.02 0.50 0.03 0.000

20.583 0.02 0.50 0.03 0.000

20.667 0.02 0.50 0.03 0.000

20.750 0.02 0.50 0.03 0.000

20.833 0.02 0.50 0.03 0.000

20.917 0.01 0.50 0.02 0.000

21.000 0.01 0.50 0.02 0.000

21.083 0.01 0.50 0.02 0.000

21.167 0.01 0.50 0.02 0.000

21.250 0.01 0.50 0.02 0.000

21.333 0.01 0.50 0.02 0.000

21.417 0.01 0.50 0.02 0.000

21.500 0.01 0.50 0.02 0.000

21.583 0.01 0.50 0.02 0.000

21.667 0.01 0.50 0.02 0.000

21.750 0.01 0.50 0.02 0.000

21.833 0.01 0.50 0.01 0.000

21.917 0.01 0.50 0.01 0.000

22.000 0.01 0.50 0.01 0.000

22.083 0.01 0.50 0.01 0.000

22.167 0.01 0.50 0.01 0.000

22.250 0.01 0.50 0.01 0.000

22.333 0.01 0.50 0.01 0.000

22.417 0.01 0.50 0.01 0.000

22.500 0.01 0.50 0.01 0.000

22.583 0.01 0.50 0.01 0.000

22.667 0.01 0.50 0.01 0.000

22.750 0.01 0.50 0.01 0.000

22.833 0.01 0.50 0.01 0.000

22.917 0.00 0.50 0.01 0.000

23.000 0.00 0.50 0.01 0.000

23.083 0.00 0.50 0.01 0.000

23.167 0.00 0.50 0.01 0.000

23.250 0.00 0.50 0.01 0.000

23.333 0.00 0.50 0.01 0.000

23.417 0.00 0.50 0.01 0.000

23.500 0.00 0.50 0.01 0.000

23.583 0.00 0.50 0.01 0.000

23.667 0.00 0.50 0.01 0.000

23.750 0.00 0.50 0.00 0.000

23.833 0.00 0.50 0.00 0.000

23.917 0.00 0.50 0.00 0.000

24.000 0.00 0.50 0.00 0.000
**************************************************************************** Date: 4/17/2018 File Name: CCRRT4 Page: 103
FLOW PROCESS FROM NODE 992.00 TO NODE 992.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 13.100 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.100 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

VALLEY S-GRAPH SELECTED
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.080
LOW SOIL-LOSS RATE PERCENT(DECIMAL) = 0.500
USER-ENTERED RAINFALL = 2.25 INCHES
RCFC&WCD 3-Hour Storm (5-Minute period) SELECTED
RCFC&WCD DEPTH-AREA ADJUSTMENT FACTOR(PLATE E-5.8) = 0.9999 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG-TIME = 83.333
============================================================================

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 13.994 22.170
2 59.664 72.355
3 78.792 30.305
4 86.766 12.632
5 91.428 7.386
6 94.514 4.890
7 96.650 3.383
8 98.044 2.209
9 98.699 1.037
10 99.289 0.935
11 99.716 0.676
12 99.929 0.338
13 100.000 0.113
Date: 4/17/2018 File Name: CCRRT4 Page: 104
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0066 0.0226
2 0.0292 0.0066 0.0226
3 0.0247 0.0066 0.0181
4 0.0337 0.0066 0.0271
5 0.0337 0.0066 0.0271
6 0.0405 0.0066 0.0339
7 0.0337 0.0066 0.0271
8 0.0405 0.0066 0.0339
9 0.0405 0.0066 0.0339
10 0.0337 0.0066 0.0271
11 0.0360 0.0066 0.0294
12 0.0405 0.0066 0.0339
13 0.0495 0.0066 0.0429
14 0.0495 0.0066 0.0429
15 0.0495 0.0066 0.0429
16 0.0450 0.0066 0.0384
17 0.0585 0.0066 0.0519
18 0.0607 0.0066 0.0541
19 0.0540 0.0066 0.0474
20 0.0607 0.0066 0.0541
21 0.0742 0.0066 0.0676
22 0.0697 0.0066 0.0631
23 0.0652 0.0066 0.0586
24 0.0675 0.0066 0.0609
25 0.0697 0.0066 0.0631
26 0.0945 0.0066 0.0879
27 0.1125 0.0066 0.1059
28 0.0787 0.0066 0.0721
29 0.1530 0.0066 0.1464
30 0.1642 0.0066 0.1576
31 0.1845 0.0066 0.1778
32 0.1327 0.0066 0.1261
33 0.0450 0.0066 0.0384
34 0.0405 0.0066 0.0339
35 0.0405 0.0066 0.0339
36 0.0135 0.0066 0.0069
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.24
TOTAL EFFECTIVE RAINFALL(INCHES) = 2.01
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.2610
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 2.1940
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 105
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 7.5 15.0 22.5 30.0
----------------------------------------------------------------------------

0.083 0.0035 0.50 Q . . . .

0.167 0.0182 2.14 V Q . . . .

0.250 0.0369 2.72 V Q . . . .

0.333 0.0568 2.88 .V Q . . . .

0.417 0.0813 3.56 .V Q . . . .

0.500 0.1091 4.04 .V Q . . . .

0.583 0.1404 4.54 . V Q . . . .

0.667 0.1713 4.50 . V Q . . . .

0.750 0.2052 4.92 . V Q . . . .

0.833 0.2395 4.98 . V Q . . . .

0.917 0.2714 4.64 . V Q . . . .

1.000 0.3041 4.75 . VQ . . . .

1.083 0.3405 5.29 . VQ . . . .

1.167 0.3824 6.08 . V Q . . . .

1.250 0.4265 6.41 . VQ . . . .

1.333 0.4709 6.45 . Q . . . .

1.417 0.5157 6.51 . QV. . . .

1.500 0.5671 7.46 . QV . . .

1.583 0.6212 7.86 . QV . . .

1.667 0.6746 7.75 . Q V . . .

1.750 0.7328 8.45 . .Q V . . .

1.833 0.7984 9.53 . . Q V . . .

1.917 0.8645 9.60 . . Q V . . .

2.000 0.9293 9.41 . . Q V . . .

2.083 0.9951 9.56 . . Q V . . .

2.167 1.0663 10.33 . . Q V. . .

2.250 1.1532 12.63 . . Q .V . .

2.333 1.2495 13.97 . . Q . V . .

2.417 1.3463 14.06 . . Q . V . .

2.500 1.4777 19.09 . . . QV . .

2.583 1.6323 22.44 . . . Q. .

2.667 1.7973 23.96 . . . .QV .

2.750 1.9319 19.53 . . . Q . V .

2.833 2.0157 12.17 . . Q . . V .

2.917 2.0774 8.96 . .Q . . V .

3.000 2.1258 7.03 . Q. . . V .

3.083 2.1542 4.13 . Q . . . V.

3.167 2.1700 2.29 . Q . . . V.

3.250 2.1794 1.38 .Q . . . V.

3.333 2.1855 0.88 .Q . . . V.

3.417 2.1894 0.57 Q . . . V.

3.500 2.1917 0.33 Q . . . V.

3.583 2.1929 0.17 Q . . . V.

3.667 2.1935 0.09 Q . . . V.

3.750 2.1938 0.05 Q . . . V.

3.833 2.1939 0.02 Q . . . V.

3.917 2.1940 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Date: 4/17/2018 File Name: CCRRT4 Page: 106
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 235.0
10% 175.0
20% 130.0
30% 90.0
40% 50.0
50% 40.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 992.00 TO NODE 992.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 150.0 300.0 450.0 600.0
----------------------------------------------------------------------------

0.083 0.0035 0.50 Q . . . .

0.167 0.0182 2.14 Q . . . .

0.250 0.1427 18.08 VQ . . . .

0.333 0.3738 33.56 V Q . . . .

0.417 0.6275 36.83 V Q . . . .

0.500 0.9350 44.65 V Q . . . .

0.583 1.3213 56.08 V Q . . . .

0.667 1.7564 63.17 V Q . . . .

0.750 2.2387 70.04 V Q . . . .

0.833 2.7725 77.50 .V Q . . . .

0.917 3.3393 82.31 .V Q . . . .

1.000 3.9352 86.52 .V Q . . . .

1.083 4.5837 94.16 .V Q . . . .

1.167 5.3125 105.82 .V Q . . . .

1.250 6.1259 118.10 . V Q . . . .

1.333 7.0056 127.74 . V Q . . . .

1.417 7.9388 135.50 . V Q. . . .

1.500 8.9533 147.30 . V Q. . . .

1.583 10.0638 161.24 . V Q . . .

1.667 11.2487 172.05 . V .Q . . .

1.750 12.5154 183.92 . V . Q . . .

1.833 13.8982 200.79 . V . Q . . .

1.917 15.3893 216.51 . V . Q . . .

2.000 16.9558 227.46 . V . Q . . .

2.083 18.6036 239.25 . V . Q . . .

2.167 20.3994 260.76 . V . Q . . .

2.250 22.4396 296.23 . V . Q. . .

2.333 24.7437 334.55 . V. . Q . .

2.417 27.2572 364.95 . V . Q . .

2.500 30.1067 413.75 . .V . Q . .

2.583 33.4234 481.59 . . V . . Q .

2.667 37.1605 542.63 . . V . . Q .

2.750 41.0362 562.75 . . V . . Q .

2.833 44.6914 530.74 . . V . . Q .

2.917 48.0445 486.88 . . V . . Q .

3.000 51.1926 457.10 . . V. Q .

Date: 4/17/2018 File Name: CCRRT4 Page: 107

3.083 54.1590 430.72 . . V Q . .

3.167 56.9402 403.83 . . .V Q . .

3.250 59.5674 381.48 . . . V Q . .

3.333 62.0712 363.54 . . . VQ . .

3.417 64.4706 348.40 . . . QV . .

3.500 66.7709 334.00 . . . Q V . .

3.583 68.9775 320.40 . . .Q V . .

3.667 71.0943 307.35 . . Q V . .

3.750 73.1209 294.27 . . Q. V . .

3.833 75.0485 279.89 . . Q . V . .

3.917 76.8657 263.86 . . Q . V . .

4.000 78.5701 247.46 . . Q . V. .

4.083 80.1656 231.68 . . Q . V. .

4.167 81.6597 216.94 . . Q . V .

4.250 83.0563 202.79 . . Q . .V .

4.333 84.3593 189.20 . . Q . .V .

4.417 85.5702 175.82 . .Q . .V .

4.500 86.6880 162.30 . Q . . V .

4.583 87.7020 147.23 . Q. . . V .

4.667 88.6152 132.60 . Q . . . V .

4.750 89.4524 121.56 . Q . . . V .

4.833 90.2412 114.54 . Q . . . V .

4.917 90.9953 109.49 . Q . . . V .

5.000 91.7181 104.94 . Q . . . V .

5.083 92.4106 100.56 . Q . . . V .

5.167 93.0738 96.29 . Q . . . V .

5.250 93.7079 92.08 . Q . . . V .

5.333 94.3138 87.97 . Q . . . V .

5.417 94.8927 84.06 . Q . . . V .

5.500 95.4458 80.31 . Q . . . V .

5.583 95.9741 76.71 . Q . . . V .

5.667 96.4786 73.26 . Q . . . V .

5.750 96.9605 69.97 . Q . . . V .

5.833 97.4206 66.82 . Q . . . V .

5.917 97.8601 63.81 . Q . . . V .

6.000 98.2794 60.89 . Q . . . V .

6.083 98.6797 58.12 . Q . . . V .

6.167 99.0620 55.51 . Q . . . V .

6.250 99.4271 53.01 . Q . . . V .

6.333 99.7758 50.63 . Q . . . V .

6.417 100.1088 48.35 . Q . . . V .

6.500 100.4268 46.18 . Q . . . V .

6.583 100.7306 44.10 . Q . . . V .

6.667 101.0207 42.12 . Q . . . V .

6.750 101.2977 40.23 . Q . . . V .

6.833 101.5623 38.42 . Q . . . V .

6.917 101.8150 36.69 . Q . . . V .

7.000 102.0563 35.04 . Q . . . V .

7.083 102.2868 33.46 . Q . . . V .

7.167 102.5069 31.96 . Q . . . V .

7.250 102.7148 30.18 . Q . . . V .

7.333 102.9121 28.65 .Q . . . V .

7.417 103.1005 27.35 .Q . . . V .

7.500 103.2804 26.12 .Q . . . V .

7.583 103.4521 24.93 .Q . . . V .

7.667 103.6160 23.80 .Q . . . V .

7.750 103.7725 22.72 .Q . . . V .

7.833 103.9219 21.69 .Q . . . V .

7.917 104.0646 20.71 .Q . . . V .

8.000 104.2008 19.77 .Q . . . V .

8.083 104.3308 18.88 .Q . . . V .

8.167 104.4549 18.02 .Q . . . V .

8.250 104.5734 17.21 .Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 108

8.333 104.6865 16.43 .Q . . . V.

8.417 104.7945 15.68 .Q . . . V.

8.500 104.8977 14.97 Q . . . V.

8.583 104.9961 14.29 Q . . . V.

8.667 105.0925 14.00 Q . . . V.

8.750 105.1841 13.29 Q . . . V.

8.833 105.2695 12.41 Q . . . V.

8.917 105.3511 11.85 Q . . . V.

9.000 105.4290 11.31 Q . . . V.

9.083 105.5034 10.80 Q . . . V.

9.167 105.5744 10.31 Q . . . V.

9.250 105.6422 9.84 Q . . . V.

9.333 105.7069 9.40 Q . . . V.

9.417 105.7687 8.97 Q . . . V.

9.500 105.8277 8.56 Q . . . V.

9.583 105.8840 8.18 Q . . . V.

9.667 105.9377 7.81 Q . . . V.

9.750 105.9890 7.45 Q . . . V.

9.833 106.0380 7.11 Q . . . V.

9.917 106.0848 6.79 Q . . . V.

10.000 106.1321 6.87 Q . . . V.

10.083 106.1764 6.42 Q . . . V.

10.167 106.2169 5.88 Q . . . V.

10.250 106.2556 5.62 Q . . . V.

10.333 106.2925 5.36 Q . . . V.

10.417 106.3278 5.12 Q . . . V.

10.500 106.3614 4.89 Q . . . V.

10.583 106.3935 4.67 Q . . . V.

10.667 106.4242 4.45 Q . . . V.

10.750 106.4535 4.25 Q . . . V.

10.833 106.4852 4.60 Q . . . V.

10.917 106.5124 3.94 Q . . . V.

11.000 106.5377 3.67 Q . . . V.

11.083 106.5618 3.51 Q . . . V.

11.167 106.5849 3.35 Q . . . V.

11.250 106.6069 3.20 Q . . . V.

11.333 106.6279 3.05 Q . . . V.

11.417 106.6508 3.33 Q . . . V.

11.500 106.6713 2.98 Q . . . V.

11.583 106.6894 2.63 Q . . . V.

11.667 106.7067 2.51 Q . . . V.

11.750 106.7232 2.39 Q . . . V.

11.833 106.7389 2.29 Q . . . V.

11.917 106.7576 2.72 Q . . . V.

12.000 106.7725 2.16 Q . . . V.

12.083 106.7860 1.96 Q . . . V.

12.167 106.7989 1.87 Q . . . V.

12.250 106.8112 1.79 Q . . . V.

12.333 106.8269 2.28 Q . . . V.

12.417 106.8384 1.66 Q . . . V.

12.500 106.8489 1.53 Q . . . V.

12.583 106.8590 1.46 Q . . . V.

12.667 106.8711 1.76 Q . . . V.

12.750 106.8820 1.58 Q . . . V.

12.833 106.8905 1.24 Q . . . V.

12.917 106.8987 1.19 Q . . . V.

13.000 106.9095 1.58 Q . . . V.

13.083 106.9181 1.25 Q . . . V.

13.167 106.9250 1.00 Q . . . V.

13.250 106.9324 1.06 Q . . . V.

13.333 106.9423 1.44 Q . . . V.

13.417 106.9481 0.84 Q . . . V.

13.500 106.9537 0.81 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 109

13.583 106.9628 1.33 Q . . . V.

13.667 106.9693 0.94 Q . . . V.

13.750 106.9783 1.30 Q . . . V.

13.833 106.9868 1.24 Q . . . V.

13.917 106.9950 1.19 Q . . . V.

14.000 107.0028 1.13 Q . . . V.

14.083 107.0102 1.08 Q . . . V.

14.167 107.0174 1.03 Q . . . V.

14.250 107.0241 0.99 Q . . . V.

14.333 107.0306 0.94 Q . . . V.

14.417 107.0368 0.90 Q . . . V.

14.500 107.0427 0.86 Q . . . V.

14.583 107.0483 0.82 Q . . . V.

14.667 107.0537 0.78 Q . . . V.

14.750 107.0589 0.75 Q . . . V.

14.833 107.0638 0.71 Q . . . V.

14.917 107.0685 0.68 Q . . . V.

15.000 107.0729 0.65 Q . . . V.

15.083 107.0772 0.62 Q . . . V.

15.167 107.0813 0.59 Q . . . V.

15.250 107.0852 0.56 Q . . . V.

15.333 107.0889 0.54 Q . . . V.

15.417 107.0924 0.51 Q . . . V.

15.500 107.0958 0.49 Q . . . V.

15.583 107.0990 0.47 Q . . . V.

15.667 107.1021 0.45 Q . . . V.

15.750 107.1051 0.43 Q . . . V.

15.833 107.1079 0.41 Q . . . V.

15.917 107.1106 0.39 Q . . . V.

16.000 107.1131 0.37 Q . . . V.

16.083 107.1156 0.36 Q . . . V.

16.167 107.1179 0.34 Q . . . V.

16.250 107.1201 0.32 Q . . . V.

16.333 107.1223 0.31 Q . . . V.

16.417 107.1243 0.30 Q . . . V.

16.500 107.1262 0.28 Q . . . V.

16.583 107.1281 0.27 Q . . . V.

16.667 107.1299 0.26 Q . . . V.

16.750 107.1315 0.25 Q . . . V.

16.833 107.1332 0.23 Q . . . V.

16.917 107.1347 0.22 Q . . . V.

17.000 107.1362 0.21 Q . . . V.

17.083 107.1376 0.20 Q . . . V.

17.167 107.1389 0.19 Q . . . V.

17.250 107.1402 0.19 Q . . . V.

17.333 107.1414 0.18 Q . . . V.

17.417 107.1426 0.17 Q . . . V.

17.500 107.1437 0.16 Q . . . V.

17.583 107.1448 0.15 Q . . . V.

17.667 107.1458 0.15 Q . . . V.

17.750 107.1467 0.14 Q . . . V.

17.833 107.1477 0.13 Q . . . V.

17.917 107.1486 0.13 Q . . . V.

18.000 107.1494 0.12 Q . . . V.

18.083 107.1502 0.12 Q . . . V.

18.167 107.1510 0.11 Q . . . V.

18.250 107.1517 0.11 Q . . . V.

18.333 107.1524 0.10 Q . . . V.

18.417 107.1531 0.10 Q . . . V.

18.500 107.1537 0.09 Q . . . V.

18.583 107.1543 0.09 Q . . . V.

18.667 107.1549 0.08 Q . . . V.

18.750 107.1555 0.08 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 110

18.833 107.1560 0.08 Q . . . V.

18.917 107.1565 0.07 Q . . . V.

19.000 107.1570 0.07 Q . . . V.

19.083 107.1574 0.07 Q . . . V.

19.167 107.1579 0.06 Q . . . V.

19.250 107.1583 0.06 Q . . . V.

19.333 107.1587 0.06 Q . . . V.

19.417 107.1591 0.06 Q . . . V.

19.500 107.1594 0.05 Q . . . V.

19.583 107.1598 0.05 Q . . . V.

19.667 107.1601 0.05 Q . . . V.

19.750 107.1604 0.05 Q . . . V.

19.833 107.1608 0.04 Q . . . V.

19.917 107.1610 0.04 Q . . . V.

20.000 107.1613 0.04 Q . . . V.

20.083 107.1616 0.04 Q . . . V.

20.167 107.1618 0.04 Q . . . V.

20.250 107.1621 0.03 Q . . . V.

20.333 107.1623 0.03 Q . . . V.

20.417 107.1625 0.03 Q . . . V.

20.500 107.1627 0.03 Q . . . V.

20.583 107.1629 0.03 Q . . . V.

20.667 107.1631 0.03 Q . . . V.

20.750 107.1633 0.03 Q . . . V.

20.833 107.1635 0.03 Q . . . V.

20.917 107.1637 0.02 Q . . . V.

21.000 107.1638 0.02 Q . . . V.

21.083 107.1640 0.02 Q . . . V.

21.167 107.1641 0.02 Q . . . V.

21.250 107.1642 0.02 Q . . . V.

21.333 107.1644 0.02 Q . . . V.

21.417 107.1645 0.02 Q . . . V.

21.500 107.1646 0.02 Q . . . V.

21.583 107.1647 0.02 Q . . . V.

21.667 107.1648 0.02 Q . . . V.

21.750 107.1650 0.02 Q . . . V.

21.833 107.1651 0.01 Q . . . V.

21.917 107.1651 0.01 Q . . . V.

22.000 107.1652 0.01 Q . . . V.

22.083 107.1653 0.01 Q . . . V.

22.167 107.1654 0.01 Q . . . V.

22.250 107.1655 0.01 Q . . . V.

22.333 107.1656 0.01 Q . . . V.

22.417 107.1656 0.01 Q . . . V.

22.500 107.1657 0.01 Q . . . V.

22.583 107.1658 0.01 Q . . . V.

22.667 107.1658 0.01 Q . . . V.

22.750 107.1659 0.01 Q . . . V.

22.833 107.1659 0.01 Q . . . V.

22.917 107.1660 0.01 Q . . . V.

23.000 107.1661 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1380.0
10% 330.0
20% 220.0
Date: 4/17/2018 File Name: CCRRT4 Page: 111
30% 170.0
40% 130.0
50% 95.0
60% 65.0
70% 45.0
80% 30.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 992.00 TO NODE 991.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE

STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW

VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:

UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):

PIPELENGTH(FT) = 87.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 2379.00
DOWNSTREAM ELEVATION(FT) = 2375.00
PIPE DIAMETER(FT) = 6.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:

TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)

0.083 0.50 0.50 0.21 0.000

0.167 2.14 0.79 1.64 0.000

0.250 18.08 6.65 18.08 0.000

0.333 33.56 12.35 33.56 0.000

0.417 36.83 13.55 36.83 0.000

0.500 44.65 16.42 44.65 0.000

0.583 56.08 17.53 55.94 0.000

0.667 63.17 18.08 63.09 0.000

0.750 70.04 18.62 69.96 0.000

0.833 77.50 19.20 77.42 0.000

0.917 82.31 19.57 82.26 0.000

1.000 86.52 19.90 86.48 0.000

1.083 94.16 20.44 94.09 0.000

1.167 105.82 21.14 105.71 0.000

1.250 118.10 21.88 117.99 0.000

1.333 127.74 22.46 127.66 0.000

1.417 135.50 22.92 135.43 0.000

1.500 147.30 23.47 147.20 0.000

1.583 161.24 24.12 161.12 0.000

1.667 172.05 24.61 171.96 0.000

1.750 183.92 25.14 183.83 0.000

1.833 200.79 25.76 200.65 0.000

1.917 216.51 26.34 216.39 0.000

2.000 227.46 26.74 227.37 0.000

2.083 239.25 27.14 239.17 0.000

2.167 260.76 27.87 260.60 0.000

2.250 296.23 28.80 295.96 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 112

2.333 334.55 29.68 334.27 0.000

2.417 364.95 30.38 364.74 0.000

2.500 413.75 31.26 413.39 0.000

2.583 481.59 32.61 481.14 0.000

2.667 542.63 33.53 542.22 0.000

2.750 562.75 33.75 562.61 0.000

2.833 530.74 33.36 530.96 0.000

2.917 486.88 32.70 487.17 0.000

3.000 457.10 32.17 457.30 0.000

3.083 430.72 31.62 430.89 0.000

3.167 403.83 31.07 404.01 0.000

3.250 381.48 30.67 381.64 0.000

3.333 363.54 30.36 363.68 0.000

3.417 348.40 30.01 348.50 0.000

3.500 334.00 29.67 334.10 0.000

3.583 320.40 29.35 320.50 0.000

3.667 307.35 29.06 307.45 0.000

3.750 294.27 28.76 294.37 0.000

3.833 279.89 28.43 280.00 0.000

3.917 263.86 27.97 263.98 0.000

4.000 247.46 27.42 247.58 0.000

4.083 231.68 26.88 231.80 0.000

4.167 216.94 26.35 217.05 0.000

4.250 202.79 25.83 202.90 0.000

4.333 189.20 25.33 189.31 0.000

4.417 175.82 24.79 175.93 0.000

4.500 162.30 24.16 162.41 0.000

4.583 147.23 23.47 147.36 0.000

4.667 132.60 22.75 132.73 0.000

4.750 121.56 22.08 121.65 0.000

4.833 114.54 21.66 114.61 0.000

4.917 109.49 21.36 109.54 0.000

5.000 104.94 21.08 104.99 0.000

5.083 100.56 20.82 100.60 0.000

5.167 96.29 20.56 96.33 0.000

5.250 92.08 20.31 92.12 0.000

5.333 87.97 20.01 88.01 0.000

5.417 84.06 19.71 84.10 0.000

5.500 80.31 19.42 80.34 0.000

5.583 76.71 19.14 76.74 0.000

5.667 73.26 18.87 73.30 0.000

5.750 69.97 18.61 70.00 0.000

5.833 66.82 18.37 66.85 0.000

5.917 63.81 18.13 63.85 0.000

6.000 60.89 17.91 60.92 0.000

6.083 58.12 17.69 58.15 0.000

6.167 55.51 17.49 55.54 0.000

6.250 53.01 17.29 53.04 0.000

6.333 50.63 17.11 50.66 0.000

6.417 48.35 16.93 48.38 0.000

6.500 46.18 16.76 46.21 0.000

6.583 44.10 16.22 44.11 0.000

6.667 42.12 15.49 42.12 0.000

6.750 40.23 14.80 40.23 0.000

6.833 38.42 14.13 38.42 0.000

6.917 36.69 13.50 36.69 0.000

7.000 35.04 12.89 35.04 0.000

7.083 33.46 12.31 33.46 0.000

7.167 31.96 11.76 31.96 0.000

7.250 30.18 11.10 30.18 0.000

7.333 28.65 10.54 28.65 0.000

7.417 27.35 10.06 27.35 0.000

7.500 26.12 9.61 26.12 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 113

7.583 24.93 9.17 24.93 0.000

7.667 23.80 8.76 23.80 0.000

7.750 22.72 8.36 22.72 0.000

7.833 21.69 7.98 21.69 0.000

7.917 20.71 7.62 20.71 0.000

8.000 19.77 7.27 19.77 0.000

8.083 18.88 6.94 18.88 0.000

8.167 18.02 6.63 18.02 0.000

8.250 17.21 6.33 17.21 0.000

8.333 16.43 6.04 16.43 0.000

8.417 15.68 5.77 15.68 0.000

8.500 14.97 5.51 14.97 0.000

8.583 14.29 5.26 14.29 0.000

8.667 14.00 5.15 14.00 0.000

8.750 13.29 4.89 13.29 0.000

8.833 12.41 4.56 12.41 0.000

8.917 11.85 4.36 11.85 0.000

9.000 11.31 4.16 11.31 0.000

9.083 10.80 3.97 10.80 0.000

9.167 10.31 3.79 10.31 0.000

9.250 9.84 3.62 9.84 0.000

9.333 9.40 3.46 9.40 0.000

9.417 8.97 3.30 8.97 0.000

9.500 8.56 3.15 8.56 0.000

9.583 8.18 3.01 8.18 0.000

9.667 7.81 2.87 7.81 0.000

9.750 7.45 2.74 7.45 0.000

9.833 7.11 2.62 7.11 0.000

9.917 6.79 2.50 6.79 0.000

10.000 6.87 2.53 6.87 0.000

10.083 6.42 2.36 6.42 0.000

10.167 5.88 2.16 5.88 0.000

10.250 5.62 2.07 5.62 0.000

10.333 5.36 1.97 5.36 0.000

10.417 5.12 1.88 5.12 0.000

10.500 4.89 1.80 4.89 0.000

10.583 4.67 1.72 4.67 0.000

10.667 4.45 1.64 4.45 0.000

10.750 4.25 1.56 4.25 0.000

10.833 4.60 1.69 4.60 0.000

10.917 3.94 1.45 3.94 0.000

11.000 3.67 1.35 3.67 0.000

11.083 3.51 1.29 3.51 0.000

11.167 3.35 1.23 3.35 0.000

11.250 3.20 1.18 3.20 0.000

11.333 3.05 1.12 3.05 0.000

11.417 3.33 1.22 3.33 0.000

11.500 2.98 1.10 2.98 0.000

11.583 2.63 0.97 2.63 0.000

11.667 2.51 0.92 2.51 0.000

11.750 2.39 0.88 2.39 0.000

11.833 2.29 0.84 2.29 0.000

11.917 2.72 1.00 2.72 0.000

12.000 2.16 0.79 2.16 0.000

12.083 1.96 0.72 1.96 0.000

12.167 1.87 0.69 1.87 0.000

12.250 1.79 0.66 1.79 0.000

12.333 2.28 0.84 2.28 0.000

12.417 1.66 0.61 1.66 0.000

12.500 1.53 0.56 1.53 0.000

12.583 1.46 0.54 1.46 0.000

12.667 1.76 0.65 1.76 0.000

12.750 1.58 0.58 1.58 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 114

12.833 1.24 0.50 1.31 0.000

12.917 1.19 0.50 1.22 0.000

13.000 1.58 0.58 1.48 0.000

13.083 1.25 0.50 1.31 0.000

13.167 1.00 0.50 1.14 0.000

13.250 1.06 0.50 1.03 0.000

13.333 1.44 0.53 1.27 0.000

13.417 0.84 0.50 1.14 0.000

13.500 0.81 0.50 0.83 0.000

13.583 1.33 0.50 1.03 0.000

13.667 0.94 0.50 1.17 0.000

13.750 1.30 0.50 1.09 0.000

13.833 1.24 0.50 1.28 0.000

13.917 1.19 0.50 1.22 0.000

14.000 1.13 0.50 1.16 0.000

14.083 1.08 0.50 1.11 0.000

14.167 1.03 0.50 1.06 0.000

14.250 0.99 0.50 1.01 0.000

14.333 0.94 0.50 0.97 0.000

14.417 0.90 0.50 0.92 0.000

14.500 0.86 0.50 0.88 0.000

14.583 0.82 0.50 0.84 0.000

14.667 0.78 0.50 0.80 0.000

14.750 0.75 0.50 0.77 0.000

14.833 0.71 0.50 0.73 0.000

14.917 0.68 0.50 0.70 0.000

15.000 0.65 0.50 0.67 0.000

15.083 0.62 0.50 0.64 0.000

15.167 0.59 0.50 0.61 0.000

15.250 0.56 0.50 0.58 0.000

15.333 0.54 0.50 0.55 0.000

15.417 0.51 0.50 0.53 0.000

15.500 0.49 0.50 0.51 0.000

15.583 0.47 0.50 0.48 0.000

15.667 0.45 0.50 0.46 0.000

15.750 0.43 0.50 0.44 0.000

15.833 0.41 0.50 0.42 0.000

15.917 0.39 0.50 0.40 0.000

16.000 0.37 0.50 0.38 0.000

16.083 0.36 0.50 0.37 0.000

16.167 0.34 0.50 0.35 0.000

16.250 0.32 0.50 0.33 0.000

16.333 0.31 0.50 0.32 0.000

16.417 0.30 0.50 0.30 0.000

16.500 0.28 0.50 0.29 0.000

16.583 0.27 0.50 0.28 0.000

16.667 0.26 0.50 0.26 0.000

16.750 0.25 0.50 0.25 0.000

16.833 0.23 0.50 0.24 0.000

16.917 0.22 0.50 0.23 0.000

17.000 0.21 0.50 0.22 0.000

17.083 0.20 0.50 0.21 0.000

17.167 0.19 0.50 0.20 0.000

17.250 0.19 0.50 0.19 0.000

17.333 0.18 0.50 0.18 0.000

17.417 0.17 0.50 0.17 0.000

17.500 0.16 0.50 0.17 0.000

17.583 0.15 0.50 0.16 0.000

17.667 0.15 0.50 0.15 0.000

17.750 0.14 0.50 0.14 0.000

17.833 0.13 0.50 0.14 0.000

17.917 0.13 0.50 0.13 0.000

18.000 0.12 0.50 0.13 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 115

18.083 0.12 0.50 0.12 0.000

18.167 0.11 0.50 0.11 0.000

18.250 0.11 0.50 0.11 0.000

18.333 0.10 0.50 0.10 0.000

18.417 0.10 0.50 0.10 0.000

18.500 0.09 0.50 0.10 0.000

18.583 0.09 0.50 0.09 0.000

18.667 0.08 0.50 0.09 0.000

18.750 0.08 0.50 0.08 0.000

18.833 0.08 0.50 0.08 0.000

18.917 0.07 0.50 0.08 0.000

19.000 0.07 0.50 0.07 0.000

19.083 0.07 0.50 0.07 0.000

19.167 0.06 0.50 0.07 0.000

19.250 0.06 0.50 0.06 0.000

19.333 0.06 0.50 0.06 0.000

19.417 0.06 0.50 0.06 0.000

19.500 0.05 0.50 0.05 0.000

19.583 0.05 0.50 0.05 0.000

19.667 0.05 0.50 0.05 0.000

19.750 0.05 0.50 0.05 0.000

19.833 0.04 0.50 0.05 0.000

19.917 0.04 0.50 0.04 0.000

20.000 0.04 0.50 0.04 0.000

20.083 0.04 0.50 0.04 0.000

20.167 0.04 0.50 0.04 0.000

20.250 0.03 0.50 0.04 0.000

20.333 0.03 0.50 0.03 0.000

20.417 0.03 0.50 0.03 0.000

20.500 0.03 0.50 0.03 0.000

20.583 0.03 0.50 0.03 0.000

20.667 0.03 0.50 0.03 0.000

20.750 0.03 0.50 0.03 0.000

20.833 0.03 0.50 0.03 0.000

20.917 0.02 0.50 0.02 0.000

21.000 0.02 0.50 0.02 0.000

21.083 0.02 0.50 0.02 0.000

21.167 0.02 0.50 0.02 0.000

21.250 0.02 0.50 0.02 0.000

21.333 0.02 0.50 0.02 0.000

21.417 0.02 0.50 0.02 0.000

21.500 0.02 0.50 0.02 0.000

21.583 0.02 0.50 0.02 0.000

21.667 0.02 0.50 0.02 0.000

21.750 0.02 0.50 0.02 0.000

21.833 0.01 0.50 0.01 0.000

21.917 0.01 0.50 0.01 0.000

22.000 0.01 0.50 0.01 0.000

22.083 0.01 0.50 0.01 0.000

22.167 0.01 0.50 0.01 0.000

22.250 0.01 0.50 0.01 0.000

22.333 0.01 0.50 0.01 0.000

22.417 0.01 0.50 0.01 0.000

22.500 0.01 0.50 0.01 0.000

22.583 0.01 0.50 0.01 0.000

22.667 0.01 0.50 0.01 0.000

22.750 0.01 0.50 0.01 0.000

22.833 0.01 0.50 0.01 0.000

22.917 0.01 0.50 0.01 0.000

23.000 0.01 0.50 0.01 0.000

23.083 0.01 0.50 0.01 0.000

23.167 0.01 0.50 0.01 0.000

23.250 0.01 0.50 0.01 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 116

23.333 0.01 0.50 0.01 0.000

23.417 0.01 0.50 0.01 0.000

23.500 0.01 0.50 0.01 0.000

23.583 0.01 0.50 0.01 0.000

23.667 0.01 0.50 0.01 0.000

23.750 0.00 0.50 0.01 0.000

23.833 0.00 0.50 0.00 0.000

23.917 0.00 0.50 0.00 0.000

24.000 0.00 0.50 0.00 0.000
**************************************************************************** FLOW PROCESS FROM NODE 991.00 TO NODE 991.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #2)
WATERSHED AREA = 26.500 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.100 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

VALLEY S-GRAPH SELECTED
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.088
LOW SOIL-LOSS RATE PERCENT(DECIMAL) = 0.500
USER-ENTERED RAINFALL = 2.25 INCHES
RCFC&WCD 3-Hour Storm (5-Minute period) SELECTED
RCFC&WCD DEPTH-AREA ADJUSTMENT FACTOR(PLATE E-5.8) = 0.9999 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG-TIME = 83.333
============================================================================

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 13.994 44.848
2 59.664 146.366
3 78.792 61.303
4 86.766 25.554
5 91.428 14.941
6 94.514 9.891
7 96.650 6.844
8 98.044 4.469
9 98.699 2.097
10 99.289 1.892
11 99.716 1.367
12 99.929 0.684
13 100.000 0.228
Date: 4/17/2018 File Name: CCRRT4 Page: 117
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0073 0.0219
2 0.0292 0.0073 0.0219
3 0.0247 0.0073 0.0174
4 0.0337 0.0073 0.0264
5 0.0337 0.0073 0.0264
6 0.0405 0.0073 0.0332
7 0.0337 0.0073 0.0264
8 0.0405 0.0073 0.0332
9 0.0405 0.0073 0.0332
10 0.0337 0.0073 0.0264
11 0.0360 0.0073 0.0287
12 0.0405 0.0073 0.0332
13 0.0495 0.0073 0.0422
14 0.0495 0.0073 0.0422
15 0.0495 0.0073 0.0422
16 0.0450 0.0073 0.0377
17 0.0585 0.0073 0.0512
18 0.0607 0.0073 0.0534
19 0.0540 0.0073 0.0467
20 0.0607 0.0073 0.0534
21 0.0742 0.0073 0.0669
22 0.0697 0.0073 0.0624
23 0.0652 0.0073 0.0579
24 0.0675 0.0073 0.0602
25 0.0697 0.0073 0.0624
26 0.0945 0.0073 0.0871
27 0.1125 0.0073 0.1051
28 0.0787 0.0073 0.0714
29 0.1530 0.0073 0.1456
30 0.1642 0.0073 0.1569
31 0.1845 0.0073 0.1771
32 0.1327 0.0073 0.1254
33 0.0450 0.0073 0.0377
34 0.0405 0.0073 0.0332
35 0.0405 0.0073 0.0332
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.26
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.99
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.5824
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 4.3836
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT4 Page: 118
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 12.5 25.0 37.5 50.0
----------------------------------------------------------------------------

0.083 0.0068 0.98 Q . . . .

0.167 0.0356 4.19 V Q . . . .

0.250 0.0723 5.33 V Q . . . .

0.333 0.1111 5.63 .V Q . . . .

0.417 0.1594 7.00 .V Q . . . .

0.500 0.2142 7.96 .V Q . . . .

0.583 0.2759 8.96 . V Q . . . .

0.667 0.3370 8.87 . V Q . . . .

0.750 0.4039 9.72 . V Q . . . .

0.833 0.4718 9.85 . V Q . . . .

0.917 0.5348 9.16 . V Q . . . .

1.000 0.5994 9.38 . V Q . . . .

1.083 0.6716 10.48 . V Q . . . .

1.167 0.7547 12.06 . V Q. . . .

1.250 0.8424 12.73 . V Q . . .

1.333 0.9306 12.82 . V Q . . .

1.417 1.0197 12.94 . VQ . . .

1.500 1.1220 14.86 . VQ . . .

1.583 1.2300 15.67 . .VQ . . .

1.667 1.3364 15.45 . . Q . . .

1.750 1.4526 16.87 . . Q . . .

1.833 1.5838 19.05 . . VQ . . .

1.917 1.7160 19.19 . . Q . . .

2.000 1.8455 18.81 . . QV . . .

2.083 1.9771 19.11 . . Q V . . .

2.167 2.1195 20.68 . . Q V. . .

2.250 2.2939 25.32 . . Q . .

2.333 2.4870 28.04 . . . Q . .

2.417 2.6813 28.21 . . . Q V . .

2.500 2.9456 38.38 . . . V Q .

2.583 3.2567 45.17 . . . V. Q .

2.667 3.5890 48.25 . . . . V Q .

2.750 3.8596 39.28 . . . .Q V .

2.833 4.0276 24.39 . . Q. . V .

2.917 4.1508 17.89 . . Q . . V .

3.000 4.2474 14.02 . .Q . . V .

3.083 4.3041 8.24 . Q . . . V.

3.167 4.3356 4.57 . Q . . . V.

3.250 4.3546 2.75 . Q . . . V.

3.333 4.3666 1.75 .Q . . . V.

3.417 4.3745 1.14 Q . . . V.

3.500 4.3791 0.66 Q . . . V.

3.583 4.3814 0.34 Q . . . V.

3.667 4.3826 0.18 Q . . . V.

3.750 4.3832 0.09 Q . . . V.

3.833 4.3835 0.04 Q . . . V.

3.917 4.3836 0.01 Q . . . V.

4.000 4.3836 0.00 Q . . . V
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
Date: 4/17/2018 File Name: CCRRT4 Page: 119
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 240.0
10% 175.0
20% 130.0
30% 90.0
40% 45.0
50% 40.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 991.00 TO NODE 991.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 2 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 50.0 100.0 150.0 200.0
----------------------------------------------------------------------------

0.083 0.0085 1.23 Q . . . .

0.167 0.0458 5.42 VQ . . . .

0.250 0.0990 7.72 VQ . . . .

0.333 0.1591 8.72 VQ . . . .

0.417 0.2338 10.85 V Q . . . .

0.500 0.3219 12.81 V Q . . . .

0.583 0.4240 14.82 .VQ . . . .

0.667 0.5310 15.54 .V Q . . . .

0.750 0.6493 17.18 .V Q . . . .

0.833 0.7741 18.12 .V Q . . . .

0.917 0.8975 17.91 . VQ . . . .

1.000 1.0254 18.58 . VQ . . . .

1.083 1.1670 20.56 . V Q . . . .

1.167 1.3286 23.47 . VQ . . . .

1.250 1.5039 25.45 . V Q . . . .

1.333 1.6864 26.51 . VQ . . . .

1.417 1.8755 27.46 . VQ . . . .

1.500 2.0869 30.69 . VQ . . . .

1.583 2.3145 33.04 . VQ . . . .

1.667 2.5482 33.94 . Q . . . .

1.750 2.8004 36.62 . VQ . . . .

1.833 3.0807 40.69 . VQ . . . .

1.917 3.3737 42.55 . Q . . . .

2.000 3.6717 43.27 . QV. . . .

2.083 3.9810 44.90 . QV. . . .

2.167 4.3185 49.01 . QV . . .

2.250 4.7152 57.61 . .Q . . .

2.333 5.1588 64.41 . . Q . . .

2.417 5.6258 67.81 . . QV . . .

2.500 6.1992 83.25 . . VQ . . .

2.583 6.8710 97.55 . . V Q. . .

2.667 7.6086 107.10 . . V .Q . .

2.750 8.2974 100.01 . . Q . .

2.833 8.8572 81.29 . . Q . V . .

2.917 9.3402 70.13 . . Q . V . .

Date: 4/17/2018 File Name: CCRRT4 Page: 120

3.000 9.7777 63.52 . . Q . V . .

3.083 10.1576 55.17 . .Q . V . .

3.167 10.4929 48.67 . Q. . V . .

3.250 10.7995 44.53 . Q . . V . .

3.333 11.0867 41.70 . Q . . V . .

3.417 11.3586 39.48 . Q . . V . .

3.500 11.6165 37.45 . Q . . V . .

3.583 11.8620 35.65 . Q . . V. .

3.667 12.0965 34.05 . Q . . V .

3.750 12.3205 32.52 . Q . . V .

3.833 12.5328 30.83 . Q . . .V .

3.917 12.7322 28.96 . Q . . .V .

4.000 12.9191 27.13 . Q . . . V .

4.083 13.0940 25.40 . Q . . . V .

4.167 13.2577 23.77 . Q . . . V .

4.250 13.4106 22.20 . Q . . . V .

4.333 13.5531 20.69 . Q . . . V .

4.417 13.6857 19.25 . Q . . . V .

4.500 13.8077 17.72 . Q . . . V .

4.583 13.9178 15.99 . Q . . . V .

4.667 14.0168 14.37 . Q . . . V .

4.750 14.1081 13.25 . Q . . . V .

4.833 14.1947 12.57 . Q . . . V .

4.917 14.2776 12.04 . Q . . . V .

5.000 14.3571 11.54 . Q . . . V .

5.083 14.4333 11.06 . Q . . . V .

5.167 14.5062 10.58 . Q . . . V .

5.250 14.5759 10.12 . Q . . . V .

5.333 14.6425 9.67 .Q . . . V .

5.417 14.7061 9.24 .Q . . . V .

5.500 14.7668 8.82 .Q . . . V .

5.583 14.8248 8.42 .Q . . . V .

5.667 14.8802 8.04 .Q . . . V .

5.750 14.9331 7.68 .Q . . . V .

5.833 14.9836 7.33 .Q . . . V .

5.917 15.0317 7.00 .Q . . . V .

6.000 15.0777 6.68 .Q . . . V .

6.083 15.1217 6.38 .Q . . . V .

6.167 15.1636 6.09 .Q . . . V .

6.250 15.2036 5.81 .Q . . . V .

6.333 15.2419 5.55 .Q . . . V .

6.417 15.2783 5.30 .Q . . . V .

6.500 15.3132 5.06 .Q . . . V .

6.583 15.3464 4.83 Q . . . V .

6.667 15.3782 4.61 Q . . . V .

6.750 15.4085 4.40 Q . . . V .

6.833 15.4374 4.20 Q . . . V .

6.917 15.4651 4.01 Q . . . V .

7.000 15.4914 3.83 Q . . . V .

7.083 15.5166 3.66 Q . . . V .

7.167 15.5407 3.49 Q . . . V .

7.250 15.5636 3.33 Q . . . V .

7.333 15.5855 3.18 Q . . . V .

7.417 15.6064 3.04 Q . . . V .

7.500 15.6264 2.90 Q . . . V .

7.583 15.6455 2.77 Q . . . V .

7.667 15.6637 2.64 Q . . . V.

7.750 15.6811 2.52 Q . . . V.

7.833 15.6976 2.41 Q . . . V.

7.917 15.7135 2.30 Q . . . V.

8.000 15.7286 2.20 Q . . . V.

8.083 15.7430 2.10 Q . . . V.

8.167 15.7568 2.00 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 121

8.250 15.7700 1.91 Q . . . V.

8.333 15.7826 1.82 Q . . . V.

8.417 15.7945 1.74 Q . . . V.

8.500 15.8060 1.66 Q . . . V.

8.583 15.8169 1.59 Q . . . V.

8.667 15.8274 1.52 Q . . . V.

8.750 15.8373 1.45 Q . . . V.

8.833 15.8468 1.38 Q . . . V.

8.917 15.8559 1.32 Q . . . V.

9.000 15.8646 1.26 Q . . . V.

9.083 15.8729 1.20 Q . . . V.

9.167 15.8808 1.15 Q . . . V.

9.250 15.8883 1.10 Q . . . V.

9.333 15.8955 1.05 Q . . . V.

9.417 15.9024 1.00 Q . . . V.

9.500 15.9090 0.95 Q . . . V.

9.583 15.9152 0.91 Q . . . V.

9.667 15.9212 0.87 Q . . . V.

9.750 15.9269 0.83 Q . . . V.

9.833 15.9324 0.79 Q . . . V.

9.917 15.9376 0.76 Q . . . V.

10.000 15.9425 0.72 Q . . . V.

10.083 15.9473 0.69 Q . . . V.

10.167 15.9518 0.66 Q . . . V.

10.250 15.9561 0.63 Q . . . V.

10.333 15.9603 0.60 Q . . . V.

10.417 15.9642 0.57 Q . . . V.

10.500 15.9680 0.55 Q . . . V.

10.583 15.9716 0.52 Q . . . V.

10.667 15.9750 0.50 Q . . . V.

10.750 15.9783 0.48 Q . . . V.

10.833 15.9814 0.45 Q . . . V.

10.917 15.9844 0.43 Q . . . V.

11.000 15.9872 0.41 Q . . . V.

11.083 15.9900 0.40 Q . . . V.

11.167 15.9926 0.38 Q . . . V.

11.250 15.9950 0.36 Q . . . V.

11.333 15.9974 0.34 Q . . . V.

11.417 15.9997 0.33 Q . . . V.

11.500 16.0018 0.31 Q . . . V.

11.583 16.0039 0.30 Q . . . V.

11.667 16.0058 0.29 Q . . . V.

11.750 16.0077 0.27 Q . . . V.

11.833 16.0095 0.26 Q . . . V.

11.917 16.0112 0.25 Q . . . V.

12.000 16.0129 0.24 Q . . . V.

12.083 16.0144 0.23 Q . . . V.

12.167 16.0159 0.22 Q . . . V.

12.250 16.0173 0.21 Q . . . V.

12.333 16.0187 0.20 Q . . . V.

12.417 16.0200 0.19 Q . . . V.

12.500 16.0212 0.18 Q . . . V.

12.583 16.0224 0.17 Q . . . V.

12.667 16.0235 0.16 Q . . . V.

12.750 16.0246 0.16 Q . . . V.

12.833 16.0256 0.15 Q . . . V.

12.917 16.0266 0.14 Q . . . V.

13.000 16.0276 0.14 Q . . . V.

13.083 16.0284 0.13 Q . . . V.

13.167 16.0293 0.12 Q . . . V.

13.250 16.0301 0.12 Q . . . V.

13.333 16.0309 0.11 Q . . . V.

13.417 16.0316 0.11 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 122

13.500 16.0323 0.10 Q . . . V.

13.583 16.0330 0.10 Q . . . V.

13.667 16.0337 0.09 Q . . . V.

13.750 16.0343 0.09 Q . . . V.

13.833 16.0349 0.09 Q . . . V.

13.917 16.0354 0.08 Q . . . V.

14.000 16.0360 0.08 Q . . . V.

14.083 16.0365 0.07 Q . . . V.

14.167 16.0370 0.07 Q . . . V.

14.250 16.0374 0.07 Q . . . V.

14.333 16.0379 0.06 Q . . . V.

14.417 16.0383 0.06 Q . . . V.

14.500 16.0387 0.06 Q . . . V.

14.583 16.0391 0.06 Q . . . V.

14.667 16.0395 0.05 Q . . . V.

14.750 16.0398 0.05 Q . . . V.

14.833 16.0402 0.05 Q . . . V.

14.917 16.0405 0.05 Q . . . V.

15.000 16.0408 0.04 Q . . . V.

15.083 16.0411 0.04 Q . . . V.

15.167 16.0414 0.04 Q . . . V.

15.250 16.0416 0.04 Q . . . V.

15.333 16.0419 0.04 Q . . . V.

15.417 16.0421 0.04 Q . . . V.

15.500 16.0424 0.03 Q . . . V.

15.583 16.0426 0.03 Q . . . V.

15.667 16.0428 0.03 Q . . . V.

15.750 16.0430 0.03 Q . . . V.

15.833 16.0432 0.03 Q . . . V.

15.917 16.0434 0.03 Q . . . V.

16.000 16.0436 0.03 Q . . . V.

16.083 16.0437 0.02 Q . . . V.

16.167 16.0439 0.02 Q . . . V.

16.250 16.0441 0.02 Q . . . V.

16.333 16.0442 0.02 Q . . . V.

16.417 16.0443 0.02 Q . . . V.

16.500 16.0445 0.02 Q . . . V.

16.583 16.0446 0.02 Q . . . V.

16.667 16.0447 0.02 Q . . . V.

16.750 16.0448 0.02 Q . . . V.

16.833 16.0450 0.02 Q . . . V.

16.917 16.0451 0.02 Q . . . V.

17.000 16.0452 0.01 Q . . . V.

17.083 16.0453 0.01 Q . . . V.

17.167 16.0453 0.01 Q . . . V.

17.250 16.0454 0.01 Q . . . V.

17.333 16.0455 0.01 Q . . . V.

17.417 16.0456 0.01 Q . . . V.

17.500 16.0457 0.01 Q . . . V.

17.583 16.0457 0.01 Q . . . V.

17.667 16.0458 0.01 Q . . . V.

17.750 16.0459 0.01 Q . . . V.

17.833 16.0459 0.01 Q . . . V.

17.917 16.0460 0.01 Q . . . V.

18.000 16.0461 0.01 Q . . . V.

18.083 16.0461 0.01 Q . . . V.

18.167 16.0462 0.01 Q . . . V.

18.250 16.0462 0.01 Q . . . V.

18.333 16.0463 0.01 Q . . . V.

18.417 16.0463 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:

Date: 4/17/2018 File Name: CCRRT4 Page: 123
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1105.0
10% 285.0
20% 190.0
30% 135.0
40% 80.0
50% 55.0
60% 40.0
70% 25.0
80% 15.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 991.00 TO NODE 991.00 IS CODE = 7 ---------------------------------------------------------------------------- >>>>>STREAM NUMBER 2 ADDED TO STREAM NUMBER 1<<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 991.00 TO NODE 991.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0
----------------------------------------------------------------------------

0.083 0.0099 1.44 Q . . . .

0.167 0.0586 7.06 Q . . . .

0.250 0.2363 25.80 VQ . . . .

0.333 0.5275 42.28 V Q . . . .

0.417 0.8558 47.68 V Q . . . .

0.500 1.2516 57.46 V Q . . . .

0.583 1.7389 70.76 V Q . . . .

0.667 2.2804 78.62 V Q . . . .

0.750 2.8805 87.14 V Q . . . .

0.833 3.5386 95.55 .V Q . . . .

0.917 4.2284 100.17 .V Q . . . .

1.000 4.9519 105.05 .V Q . . . .

1.083 5.7415 114.65 .V Q . . . .

1.167 6.6311 129.17 . V Q . . . .

1.250 7.6189 143.43 . V Q . . . .

1.333 8.6807 154.17 . V Q . . . .

1.417 9.8025 162.89 . V Q. . . .

1.500 11.0276 177.88 . V Q . . .

1.583 12.3649 194.17 . V .Q . . .

1.667 13.7829 205.90 . V .Q . . .

1.750 15.3012 220.45 . V . Q . . .

1.833 16.9633 241.34 . V . Q . . .

1.917 18.7466 258.94 . V . Q . . .

2.000 20.6106 270.64 . V . Q . . .

2.083 22.5669 284.06 . V . Q . . .

2.167 24.6992 309.61 . V . Q . . .

2.250 27.1343 353.57 . V . Q . .

Date: 4/17/2018 File Name: CCRRT4 Page: 124

2.333 29.8800 398.68 . V. . Q . .

2.417 32.8590 432.54 . V . Q . .

2.500 36.2794 496.64 . .V . Q . .

2.583 40.2649 578.69 . . V . . Q .

2.667 44.7368 649.32 . . V . . Q .

2.750 49.3003 662.62 . . V . . Q .

2.833 53.5169 612.25 . . V . . Q .

2.917 57.3550 557.30 . . V . .Q .

3.000 60.9419 520.82 . . V. Q. .

3.083 64.2894 486.06 . . V Q . .

3.167 67.4071 452.68 . . .V Q . .

3.250 70.3421 426.17 . . . V Q . .

3.333 73.1339 405.37 . . . Q . .

3.417 75.8060 387.98 . . . Q V . .

3.500 78.3649 371.55 . . .Q V . .

3.583 80.8177 356.15 . . Q V . .

3.667 83.1697 341.50 . . Q. V . .

3.750 85.4210 326.89 . . Q . V . .

3.833 87.5617 310.83 . . Q . V . .

3.917 89.5791 292.93 . . Q . V. .

4.000 91.4711 274.71 . . Q . V. .

4.083 93.2424 257.20 . . Q . V .

4.167 94.9010 240.82 . . Q . V .

4.250 96.4512 225.09 . . Q . .V .

4.333 97.8975 210.00 . . Q . .V .

4.417 99.2417 195.18 . .Q . . V .

4.500 100.4823 180.13 . Q . . V .

4.583 101.6073 163.36 . Q. . . V .

4.667 102.6204 147.10 . Q . . . V .

4.750 103.5495 134.90 . Q . . . V .

4.833 104.4254 127.18 . Q . . . V .

4.917 105.2627 121.58 . Q . . . V .

5.000 106.0653 116.53 . Q . . . V .

5.083 106.8343 111.66 . Q . . . V .

5.167 107.5706 106.92 . Q . . . V .

5.250 108.2747 102.24 . Q . . . V .

5.333 108.9474 97.68 . Q . . . V .

5.417 109.5903 93.34 . Q . . . V .

5.500 110.2043 89.17 . Q . . . V .

5.583 110.7909 85.17 . Q . . . V .

5.667 111.3511 81.34 . Q . . . V .

5.750 111.8860 77.68 . Q . . . V .

5.833 112.3969 74.18 . Q . . . V .

5.917 112.8848 70.84 . Q . . . V .

6.000 113.3504 67.60 . Q . . . V .

6.083 113.7948 64.53 . Q . . . V .

6.167 114.2193 61.63 . Q . . . V .

6.250 114.6246 58.86 . Q . . . V .

6.333 115.0118 56.21 . Q . . . V .

6.417 115.3815 53.68 . Q . . . V .

6.500 115.7346 51.27 . Q . . . V .

6.583 116.0716 48.94 . Q . . . V .

6.667 116.3935 46.73 . Q . . . V .

6.750 116.7008 44.63 . Q . . . V .

6.833 116.9943 42.62 . Q . . . V .

6.917 117.2747 40.70 . Q . . . V .

7.000 117.5424 38.87 . Q . . . V .

7.083 117.7980 37.12 . Q . . . V .

7.167 118.0422 35.45 . Q . . . V .

7.250 118.2730 33.52 .Q . . . V .

7.333 118.4922 31.83 .Q . . . V .

7.417 118.7016 30.39 .Q . . . V .

7.500 118.9014 29.01 .Q . . . V .

Date: 4/17/2018 File Name: CCRRT4 Page: 125

7.583 119.0922 27.70 .Q . . . V .

7.667 119.2743 26.45 .Q . . . V .

7.750 119.4482 25.25 .Q . . . V .

7.833 119.6142 24.10 .Q . . . V .

7.917 119.7727 23.01 .Q . . . V .

8.000 119.9240 21.97 .Q . . . V .

8.083 120.0684 20.97 .Q . . . V .

8.167 120.2063 20.02 .Q . . . V.

8.250 120.3380 19.12 .Q . . . V.

8.333 120.4637 18.25 .Q . . . V.

8.417 120.5837 17.42 Q . . . V.

8.500 120.6982 16.63 Q . . . V.

8.583 120.8076 15.88 Q . . . V.

8.667 120.9145 15.52 Q . . . V.

8.750 121.0160 14.74 Q . . . V.

8.833 121.1110 13.79 Q . . . V.

8.917 121.2016 13.17 Q . . . V.

9.000 121.2882 12.57 Q . . . V.

9.083 121.3708 12.00 Q . . . V.

9.167 121.4498 11.46 Q . . . V.

9.250 121.5251 10.94 Q . . . V.

9.333 121.5970 10.44 Q . . . V.

9.417 121.6656 9.97 Q . . . V.

9.500 121.7312 9.52 Q . . . V.

9.583 121.7938 9.09 Q . . . V.

9.667 121.8535 8.67 Q . . . V.

9.750 121.9106 8.28 Q . . . V.

9.833 121.9650 7.91 Q . . . V.

9.917 122.0170 7.55 Q . . . V.

10.000 122.0693 7.59 Q . . . V.

10.083 122.1182 7.11 Q . . . V.

10.167 122.1633 6.54 Q . . . V.

10.250 122.2063 6.24 Q . . . V.

10.333 122.2474 5.96 Q . . . V.

10.417 122.2865 5.69 Q . . . V.

10.500 122.3240 5.43 Q . . . V.

10.583 122.3597 5.19 Q . . . V.

10.667 122.3938 4.95 Q . . . V.

10.750 122.4264 4.73 Q . . . V.

10.833 122.4612 5.06 Q . . . V.

10.917 122.4913 4.37 Q . . . V.

11.000 122.5195 4.09 Q . . . V.

11.083 122.5463 3.90 Q . . . V.

11.167 122.5720 3.72 Q . . . V.

11.250 122.5965 3.56 Q . . . V.

11.333 122.6199 3.39 Q . . . V.

11.417 122.6450 3.66 Q . . . V.

11.500 122.6677 3.29 Q . . . V.

11.583 122.6879 2.93 Q . . . V.

11.667 122.7071 2.79 Q . . . V.

11.750 122.7255 2.67 Q . . . V.

11.833 122.7430 2.55 Q . . . V.

11.917 122.7634 2.96 Q . . . V.

12.000 122.7799 2.40 Q . . . V.

12.083 122.7950 2.19 Q . . . V.

12.167 122.8094 2.09 Q . . . V.

12.250 122.8231 1.99 Q . . . V.

12.333 122.8402 2.48 Q . . . V.

12.417 122.8529 1.85 Q . . . V.

12.500 122.8647 1.71 Q . . . V.

12.583 122.8759 1.63 Q . . . V.

12.667 122.8892 1.93 Q . . . V.

12.750 122.9011 1.73 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 126

12.833 122.9112 1.46 Q . . . V.

12.917 122.9205 1.36 Q . . . V.

13.000 122.9317 1.61 Q . . . V.

13.083 122.9416 1.44 Q . . . V.

13.167 122.9503 1.27 Q . . . V.

13.250 122.9582 1.15 Q . . . V.

13.333 122.9677 1.38 Q . . . V.

13.417 122.9763 1.25 Q . . . V.

13.500 122.9828 0.93 Q . . . V.

13.583 122.9905 1.13 Q . . . V.

13.667 122.9992 1.26 Q . . . V.

13.750 123.0074 1.18 Q . . . V.

13.833 123.0167 1.36 Q . . . V.

13.917 123.0257 1.30 Q . . . V.

14.000 123.0342 1.24 Q . . . V.

14.083 123.0424 1.19 Q . . . V.

14.167 123.0502 1.13 Q . . . V.

14.250 123.0576 1.08 Q . . . V.

14.333 123.0647 1.03 Q . . . V.

14.417 123.0715 0.98 Q . . . V.

14.500 123.0780 0.94 Q . . . V.

14.583 123.0842 0.90 Q . . . V.

14.667 123.0901 0.86 Q . . . V.

14.750 123.0957 0.82 Q . . . V.

14.833 123.1011 0.78 Q . . . V.

14.917 123.1062 0.75 Q . . . V.

15.000 123.1111 0.71 Q . . . V.

15.083 123.1158 0.68 Q . . . V.

15.167 123.1203 0.65 Q . . . V.

15.250 123.1245 0.62 Q . . . V.

15.333 123.1286 0.59 Q . . . V.

15.417 123.1325 0.56 Q . . . V.

15.500 123.1362 0.54 Q . . . V.

15.583 123.1397 0.51 Q . . . V.

15.667 123.1431 0.49 Q . . . V.

15.750 123.1463 0.47 Q . . . V.

15.833 123.1494 0.45 Q . . . V.

15.917 123.1524 0.43 Q . . . V.

16.000 123.1552 0.41 Q . . . V.

16.083 123.1579 0.39 Q . . . V.

16.167 123.1604 0.37 Q . . . V.

16.250 123.1629 0.36 Q . . . V.

16.333 123.1652 0.34 Q . . . V.

16.417 123.1674 0.32 Q . . . V.

16.500 123.1696 0.31 Q . . . V.

16.583 123.1716 0.29 Q . . . V.

16.667 123.1735 0.28 Q . . . V.

16.750 123.1754 0.27 Q . . . V.

16.833 123.1771 0.26 Q . . . V.

16.917 123.1788 0.25 Q . . . V.

17.000 123.1804 0.23 Q . . . V.

17.083 123.1820 0.22 Q . . . V.

17.167 123.1834 0.21 Q . . . V.

17.250 123.1849 0.20 Q . . . V.

17.333 123.1862 0.19 Q . . . V.

17.417 123.1875 0.19 Q . . . V.

17.500 123.1887 0.18 Q . . . V.

17.583 123.1898 0.17 Q . . . V.

17.667 123.1910 0.16 Q . . . V.

17.750 123.1920 0.15 Q . . . V.

17.833 123.1930 0.15 Q . . . V.

17.917 123.1940 0.14 Q . . . V.

18.000 123.1949 0.13 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 127

18.083 123.1958 0.13 Q . . . V.

18.167 123.1967 0.12 Q . . . V.

18.250 123.1975 0.12 Q . . . V.

18.333 123.1982 0.11 Q . . . V.

18.417 123.1990 0.11 Q . . . V.

18.500 123.1997 0.10 Q . . . V.

18.583 123.2003 0.10 Q . . . V.

18.667 123.2010 0.09 Q . . . V.

18.750 123.2016 0.09 Q . . . V.

18.833 123.2022 0.08 Q . . . V.

18.917 123.2027 0.08 Q . . . V.

19.000 123.2032 0.08 Q . . . V.

19.083 123.2038 0.07 Q . . . V.

19.167 123.2042 0.07 Q . . . V.

19.250 123.2047 0.07 Q . . . V.

19.333 123.2051 0.06 Q . . . V.

19.417 123.2056 0.06 Q . . . V.

19.500 123.2060 0.06 Q . . . V.

19.583 123.2063 0.06 Q . . . V.

19.667 123.2067 0.05 Q . . . V.

19.750 123.2071 0.05 Q . . . V.

19.833 123.2074 0.05 Q . . . V.

19.917 123.2077 0.05 Q . . . V.

20.000 123.2080 0.04 Q . . . V.

20.083 123.2083 0.04 Q . . . V.

20.167 123.2086 0.04 Q . . . V.

20.250 123.2088 0.04 Q . . . V.

20.333 123.2091 0.04 Q . . . V.

20.417 123.2093 0.03 Q . . . V.

20.500 123.2096 0.03 Q . . . V.

20.583 123.2098 0.03 Q . . . V.

20.667 123.2100 0.03 Q . . . V.

20.750 123.2102 0.03 Q . . . V.

20.833 123.2104 0.03 Q . . . V.

20.917 123.2106 0.03 Q . . . V.

21.000 123.2107 0.03 Q . . . V.

21.083 123.2109 0.02 Q . . . V.

21.167 123.2111 0.02 Q . . . V.

21.250 123.2112 0.02 Q . . . V.

21.333 123.2114 0.02 Q . . . V.

21.417 123.2115 0.02 Q . . . V.

21.500 123.2116 0.02 Q . . . V.

21.583 123.2118 0.02 Q . . . V.

21.667 123.2119 0.02 Q . . . V.

21.750 123.2120 0.02 Q . . . V.

21.833 123.2121 0.02 Q . . . V.

21.917 123.2122 0.02 Q . . . V.

22.000 123.2123 0.01 Q . . . V.

22.083 123.2124 0.01 Q . . . V.

22.167 123.2125 0.01 Q . . . V.

22.250 123.2126 0.01 Q . . . V.

22.333 123.2127 0.01 Q . . . V.

22.417 123.2127 0.01 Q . . . V.

22.500 123.2128 0.01 Q . . . V.

22.583 123.2129 0.01 Q . . . V.

22.667 123.2130 0.01 Q . . . V.

22.750 123.2130 0.01 Q . . . V.

22.833 123.2131 0.01 Q . . . V.

22.917 123.2131 0.01 Q . . . V.

23.000 123.2132 0.01 Q . . . V.

23.083 123.2132 0.01 Q . . . V.

23.167 123.2133 0.01 Q . . . V.

23.250 123.2134 0.01 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 128
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1395.0
10% 330.0
20% 215.0
30% 165.0
40% 125.0
50% 90.0
60% 65.0
70% 40.0
80% 25.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 991.00 TO NODE 99.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE

STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW

VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:

UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):

PIPELENGTH(FT) = 312.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 2375.00
DOWNSTREAM ELEVATION(FT) = 2366.00
PIPE DIAMETER(FT) = 6.50
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:

TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)

0.083 1.44 0.50 0.00 0.000

0.167 7.06 2.21 3.74 0.000

0.250 25.80 8.09 27.13 0.000

0.333 42.28 13.25 42.40 0.000

0.417 47.68 14.16 47.50 0.000

0.500 57.46 14.81 56.93 0.000

0.583 70.76 15.69 70.11 0.000

0.667 78.62 16.22 78.27 0.000

0.750 87.14 16.78 86.78 0.000

0.833 95.55 17.24 95.19 0.000

0.917 100.17 17.48 99.97 0.000

1.000 105.05 17.73 104.85 0.000

1.083 114.65 18.22 114.27 0.000

1.167 129.17 18.96 128.63 0.000

1.250 143.43 19.57 142.90 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 129

1.333 154.17 19.99 153.77 0.000

1.417 162.89 20.34 162.58 0.000

1.500 177.88 20.92 177.37 0.000

1.583 194.17 21.44 193.59 0.000

1.667 205.90 21.80 205.50 0.000

1.750 220.45 22.26 219.97 0.000

1.833 241.34 22.87 240.67 0.000

1.917 258.94 23.38 258.39 0.000

2.000 270.64 23.68 270.28 0.000

2.083 284.06 23.94 283.61 0.000

2.167 309.61 24.43 308.77 0.000

2.250 353.57 25.31 352.22 0.000

2.333 398.68 26.00 397.26 0.000

2.417 432.54 26.61 431.58 0.000

2.500 496.64 27.59 494.83 0.000

2.583 578.69 28.44 576.25 0.000

2.667 649.32 29.22 647.37 0.000

2.750 662.62 29.34 662.24 0.000

2.833 612.25 28.85 613.67 0.000

2.917 557.30 28.25 558.85 0.000

3.000 520.82 27.88 521.91 0.000

3.083 486.06 27.45 487.07 0.000

3.167 452.68 26.95 453.63 0.000

3.250 426.17 26.49 426.91 0.000

3.333 405.37 26.11 405.96 0.000

3.417 387.98 25.84 388.51 0.000

3.500 371.55 25.59 372.06 0.000

3.583 356.15 25.36 356.64 0.000

3.667 341.50 25.07 341.94 0.000

3.750 326.89 24.78 327.34 0.000

3.833 310.83 24.46 311.34 0.000

3.917 292.93 24.11 293.52 0.000

4.000 274.71 23.76 275.32 0.000

4.083 257.20 23.33 257.76 0.000

4.167 240.82 22.85 241.33 0.000

4.250 225.09 22.40 225.60 0.000

4.333 210.00 21.93 210.50 0.000

4.417 195.18 21.47 195.68 0.000

4.500 180.13 21.00 180.66 0.000

4.583 163.36 20.35 163.93 0.000

4.667 147.10 19.72 147.69 0.000

4.750 134.90 19.24 135.37 0.000

4.833 127.18 18.86 127.46 0.000

4.917 121.58 18.57 121.79 0.000

5.000 116.53 18.31 116.72 0.000

5.083 111.66 18.06 111.85 0.000

5.167 106.92 17.82 107.11 0.000

5.250 102.24 17.58 102.43 0.000

5.333 97.68 17.35 97.87 0.000

5.417 93.34 17.13 93.52 0.000

5.500 89.17 16.91 89.35 0.000

5.583 85.17 16.65 85.33 0.000

5.667 81.34 16.40 81.50 0.000

5.750 77.68 16.15 77.84 0.000

5.833 74.18 15.92 74.34 0.000

5.917 70.84 15.70 71.00 0.000

6.000 67.60 15.48 67.76 0.000

6.083 64.53 15.28 64.68 0.000

6.167 61.63 15.09 61.77 0.000

6.250 58.86 14.90 59.00 0.000

6.333 56.21 14.73 56.35 0.000

6.417 53.68 14.56 53.82 0.000

6.500 51.27 14.40 51.40 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 130

6.583 48.94 14.25 49.07 0.000

6.667 46.73 14.10 46.86 0.000

6.750 44.63 13.96 44.75 0.000

6.833 42.62 13.36 42.63 0.000

6.917 40.70 12.76 40.70 0.000

7.000 38.87 12.18 38.87 0.000

7.083 37.12 11.63 37.12 0.000

7.167 35.45 11.11 35.45 0.000

7.250 33.52 10.50 33.52 0.000

7.333 31.83 9.98 31.83 0.000

7.417 30.39 9.53 30.39 0.000

7.500 29.01 9.09 29.01 0.000

7.583 27.70 8.68 27.70 0.000

7.667 26.45 8.29 26.45 0.000

7.750 25.25 7.91 25.25 0.000

7.833 24.10 7.55 24.10 0.000

7.917 23.01 7.21 23.01 0.000

8.000 21.97 6.89 21.97 0.000

8.083 20.97 6.57 20.97 0.000

8.167 20.02 6.28 20.02 0.000

8.250 19.12 5.99 19.12 0.000

8.333 18.25 5.72 18.25 0.000

8.417 17.42 5.46 17.42 0.000

8.500 16.63 5.21 16.63 0.000

8.583 15.88 4.98 15.88 0.000

8.667 15.52 4.86 15.52 0.000

8.750 14.74 4.62 14.74 0.000

8.833 13.79 4.32 13.79 0.000

8.917 13.17 4.13 13.17 0.000

9.000 12.57 3.94 12.57 0.000

9.083 12.00 3.76 12.00 0.000

9.167 11.46 3.59 11.46 0.000

9.250 10.94 3.43 10.94 0.000

9.333 10.44 3.27 10.44 0.000

9.417 9.97 3.12 9.97 0.000

9.500 9.52 2.98 9.52 0.000

9.583 9.09 2.85 9.09 0.000

9.667 8.67 2.72 8.67 0.000

9.750 8.28 2.60 8.28 0.000

9.833 7.91 2.48 7.91 0.000

9.917 7.55 2.37 7.55 0.000

10.000 7.59 2.38 7.59 0.000

10.083 7.11 2.23 7.11 0.000

10.167 6.54 2.05 6.54 0.000

10.250 6.24 1.96 6.24 0.000

10.333 5.96 1.87 5.96 0.000

10.417 5.69 1.78 5.69 0.000

10.500 5.43 1.70 5.43 0.000

10.583 5.19 1.63 5.19 0.000

10.667 4.95 1.55 4.95 0.000

10.750 4.73 1.48 4.73 0.000

10.833 5.06 1.59 5.06 0.000

10.917 4.37 1.37 4.37 0.000

11.000 4.09 1.28 4.09 0.000

11.083 3.90 1.22 3.90 0.000

11.167 3.72 1.17 3.72 0.000

11.250 3.56 1.11 3.56 0.000

11.333 3.39 1.06 3.39 0.000

11.417 3.66 1.15 3.66 0.000

11.500 3.29 1.03 3.32 0.000

11.583 2.93 0.92 3.27 0.000

11.667 2.79 0.88 2.56 0.000

11.750 2.67 0.84 2.66 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 131

11.833 2.55 0.80 2.54 0.000

11.917 2.96 0.93 2.43 0.000

12.000 2.40 0.75 3.38 0.000

12.083 2.19 0.69 1.83 0.000

12.167 2.09 0.65 1.98 0.000

12.250 1.99 0.62 1.99 0.000

12.333 2.48 0.78 1.90 0.000

12.417 1.85 0.58 2.96 0.000

12.500 1.71 0.54 1.22 0.000

12.583 1.63 0.51 1.56 0.000

12.667 1.93 0.60 1.61 0.000

12.750 1.73 0.54 2.11 0.000

12.833 1.46 0.50 1.59 0.000

12.917 1.36 0.50 1.59 0.000

13.000 1.61 0.51 1.34 0.000

13.083 1.44 0.50 1.37 0.000

13.167 1.27 0.50 1.63 0.000

13.250 1.15 0.50 1.42 0.000

13.333 1.38 0.50 1.28 0.000

13.417 1.25 0.50 1.16 0.000

13.500 0.93 0.50 1.36 0.000

13.583 1.13 0.50 1.26 0.000

13.667 1.26 0.50 0.96 0.000

13.750 1.18 0.50 1.11 0.000

13.833 1.36 0.50 1.25 0.000

13.917 1.30 0.50 1.19 0.000

14.000 1.24 0.50 1.35 0.000

14.083 1.19 0.50 1.31 0.000

14.167 1.13 0.50 1.25 0.000

14.250 1.08 0.50 1.19 0.000

14.333 1.03 0.50 1.14 0.000

14.417 0.98 0.50 1.08 0.000

14.500 0.94 0.50 1.04 0.000

14.583 0.90 0.50 0.99 0.000

14.667 0.86 0.50 0.94 0.000

14.750 0.82 0.50 0.90 0.000

14.833 0.78 0.50 0.86 0.000

14.917 0.75 0.50 0.82 0.000

15.000 0.71 0.50 0.78 0.000

15.083 0.68 0.50 0.75 0.000

15.167 0.65 0.50 0.71 0.000

15.250 0.62 0.50 0.68 0.000

15.333 0.59 0.50 0.65 0.000

15.417 0.56 0.50 0.62 0.000

15.500 0.54 0.50 0.59 0.000

15.583 0.51 0.50 0.57 0.000

15.667 0.49 0.50 0.54 0.000

15.750 0.47 0.50 0.52 0.000

15.833 0.45 0.50 0.49 0.000

15.917 0.43 0.50 0.47 0.000

16.000 0.41 0.50 0.45 0.000

16.083 0.39 0.50 0.43 0.000

16.167 0.37 0.50 0.41 0.000

16.250 0.36 0.50 0.39 0.000

16.333 0.34 0.50 0.37 0.000

16.417 0.32 0.50 0.36 0.000

16.500 0.31 0.50 0.34 0.000

16.583 0.29 0.50 0.32 0.000

16.667 0.28 0.50 0.31 0.000

16.750 0.27 0.50 0.30 0.000

16.833 0.26 0.50 0.28 0.000

16.917 0.25 0.50 0.27 0.000

17.000 0.23 0.50 0.26 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 132

17.083 0.22 0.50 0.25 0.000

17.167 0.21 0.50 0.23 0.000

17.250 0.20 0.50 0.22 0.000

17.333 0.19 0.50 0.21 0.000

17.417 0.19 0.50 0.20 0.000

17.500 0.18 0.50 0.20 0.000

17.583 0.17 0.50 0.19 0.000

17.667 0.16 0.50 0.18 0.000

17.750 0.15 0.50 0.17 0.000

17.833 0.15 0.50 0.16 0.000

17.917 0.14 0.50 0.15 0.000

18.000 0.13 0.50 0.15 0.000

18.083 0.13 0.50 0.14 0.000

18.167 0.12 0.50 0.13 0.000

18.250 0.12 0.50 0.13 0.000

18.333 0.11 0.50 0.12 0.000

18.417 0.11 0.50 0.12 0.000

18.500 0.10 0.50 0.11 0.000

18.583 0.10 0.50 0.11 0.000

18.667 0.09 0.50 0.10 0.000

18.750 0.09 0.50 0.10 0.000

18.833 0.08 0.50 0.09 0.000

18.917 0.08 0.50 0.09 0.000

19.000 0.08 0.50 0.08 0.000

19.083 0.07 0.50 0.08 0.000

19.167 0.07 0.50 0.08 0.000

19.250 0.07 0.50 0.07 0.000

19.333 0.06 0.50 0.07 0.000

19.417 0.06 0.50 0.07 0.000

19.500 0.06 0.50 0.06 0.000

19.583 0.06 0.50 0.06 0.000

19.667 0.05 0.50 0.06 0.000

19.750 0.05 0.50 0.06 0.000

19.833 0.05 0.50 0.05 0.000

19.917 0.05 0.50 0.05 0.000

20.000 0.04 0.50 0.05 0.000

20.083 0.04 0.50 0.05 0.000

20.167 0.04 0.50 0.04 0.000

20.250 0.04 0.50 0.04 0.000

20.333 0.04 0.50 0.04 0.000

20.417 0.03 0.50 0.04 0.000

20.500 0.03 0.50 0.04 0.000

20.583 0.03 0.50 0.04 0.000

20.667 0.03 0.50 0.03 0.000

20.750 0.03 0.50 0.03 0.000

20.833 0.03 0.50 0.03 0.000

20.917 0.03 0.50 0.03 0.000

21.000 0.03 0.50 0.03 0.000

21.083 0.02 0.50 0.03 0.000

21.167 0.02 0.50 0.03 0.000

21.250 0.02 0.50 0.02 0.000

21.333 0.02 0.50 0.02 0.000

21.417 0.02 0.50 0.02 0.000

21.500 0.02 0.50 0.02 0.000

21.583 0.02 0.50 0.02 0.000

21.667 0.02 0.50 0.02 0.000

21.750 0.02 0.50 0.02 0.000

21.833 0.02 0.50 0.02 0.000

21.917 0.02 0.50 0.02 0.000

22.000 0.01 0.50 0.02 0.000

22.083 0.01 0.50 0.02 0.000

22.167 0.01 0.50 0.01 0.000

22.250 0.01 0.50 0.01 0.000
Date: 4/17/2018 File Name: CCRRT4 Page: 133

22.333 0.01 0.50 0.01 0.000

22.417 0.01 0.50 0.01 0.000

22.500 0.01 0.50 0.01 0.000

22.583 0.01 0.50 0.01 0.000

22.667 0.01 0.50 0.01 0.000

22.750 0.01 0.50 0.01 0.000

22.833 0.01 0.50 0.01 0.000

22.917 0.01 0.50 0.01 0.000

23.000 0.01 0.50 0.01 0.000

23.083 0.01 0.50 0.01 0.000

23.167 0.01 0.50 0.01 0.000

23.250 0.01 0.50 0.01 0.000

23.333 0.01 0.50 0.01 0.000

23.417 0.01 0.50 0.01 0.000

23.500 0.01 0.50 0.01 0.000

23.583 0.01 0.50 0.01 0.000

23.667 0.01 0.50 0.01 0.000

23.750 0.01 0.50 0.01 0.000

23.833 0.01 0.50 0.01 0.000

23.917 0.00 0.50 0.01 0.000

24.000 0.00 0.50 0.01 0.000
**************************************************************************** FLOW PROCESS FROM NODE 99.00 TO NODE 99.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0
----------------------------------------------------------------------------

0.083 0.0000 0.00 Q . . . .

0.167 0.0258 3.74 Q . . . .

0.250 0.2126 27.13 VQ . . . .

0.333 0.5046 42.40 V Q . . . .

0.417 0.8317 47.50 V Q . . . .

0.500 1.2238 56.93 V Q . . . .

0.583 1.7066 70.11 V Q . . . .

0.667 2.2457 78.27 V Q . . . .

0.750 2.8433 86.78 V Q . . . .

0.833 3.4989 95.19 .V Q . . . .

0.917 4.1874 99.97 .V Q . . . .

1.000 4.9095 104.85 .V Q . . . .

1.083 5.6964 114.27 .V Q . . . .

1.167 6.5823 128.63 . V Q . . . .

1.250 7.5665 142.90 . V Q . . . .

1.333 8.6255 153.77 . V Q . . . .

1.417 9.7452 162.58 . V Q. . . .

1.500 10.9668 177.37 . V Q . . .

1.583 12.3000 193.59 . V .Q . . .

1.667 13.7153 205.50 . V .Q . . .

1.750 15.2302 219.97 . V . Q . . .

1.833 16.8877 240.67 . V . Q . . .

1.917 18.6673 258.39 . V . Q . . .

2.000 20.5287 270.28 . V . Q . . .

2.083 22.4819 283.61 . V . Q . . .

2.167 24.6085 308.77 . V . Q . . .

2.250 27.0342 352.22 . V . Q . .

2.333 29.7702 397.26 . V. . Q . .

2.417 32.7425 431.58 . V . Q . .

Date: 4/17/2018 File Name: CCRRT4 Page: 134

2.500 36.1505 494.83 . .V . Q . .

2.583 40.1192 576.25 . . V . . Q .

2.667 44.5776 647.37 . . V . . Q .

2.750 49.1385 662.24 . . V . . Q .

2.833 53.3649 613.67 . . V . . Q .

2.917 57.2137 558.85 . . V . .Q .

3.000 60.8081 521.91 . . V. Q. .

3.083 64.1626 487.07 . . V Q . .

3.167 67.2868 453.63 . . .V Q . .

3.250 70.2269 426.91 . . . V Q . .

3.333 73.0228 405.96 . . . Q . .

3.417 75.6985 388.51 . . . Q V . .

3.500 78.2609 372.06 . . .Q V . .

3.583 80.7171 356.64 . . Q V . .

3.667 83.0721 341.94 . . Q. V . .

3.750 85.3265 327.34 . . Q . V . .

3.833 87.4707 311.34 . . Q . V . .

3.917 89.4921 293.52 . . Q . V. .

4.000 91.3883 275.32 . . Q . V. .

4.083 93.1635 257.76 . . Q . V .

4.167 94.8255 241.33 . . Q . V .

4.250 96.3792 225.60 . . Q . .V .

4.333 97.8289 210.50 . . Q . .V .

4.417 99.1766 195.68 . .Q . . V .

4.500 100.4208 180.66 . Q . . V .

4.583 101.5498 163.93 . Q. . . V .

4.667 102.5669 147.69 . Q . . . V .

4.750 103.4992 135.37 . Q . . . V .

4.833 104.3771 127.46 . Q . . . V .

4.917 105.2158 121.79 . Q . . . V .

5.000 106.0197 116.72 . Q . . . V .

5.083 106.7900 111.85 . Q . . . V .

5.167 107.5276 107.11 . Q . . . V .

5.250 108.2331 102.43 . Q . . . V .

5.333 108.9071 97.87 . Q . . . V .

5.417 109.5512 93.52 . Q . . . V .

5.500 110.1666 89.35 . Q . . . V .

5.583 110.7542 85.33 . Q . . . V .

5.667 111.3155 81.50 . Q . . . V .

5.750 111.8516 77.84 . Q . . . V .

5.833 112.3635 74.34 . Q . . . V .

5.917 112.8525 71.00 . Q . . . V .

6.000 113.3191 67.76 . Q . . . V .

6.083 113.7646 64.68 . Q . . . V .

6.167 114.1900 61.77 . Q . . . V .

6.250 114.5963 59.00 . Q . . . V .

6.333 114.9844 56.35 . Q . . . V .

6.417 115.3550 53.82 . Q . . . V .

6.500 115.7090 51.40 . Q . . . V .

6.583 116.0470 49.07 . Q . . . V .

6.667 116.3697 46.86 . Q . . . V .

6.750 116.6779 44.75 . Q . . . V .

6.833 116.9715 42.63 . Q . . . V .

6.917 117.2518 40.70 . Q . . . V .

7.000 117.5195 38.87 . Q . . . V .

7.083 117.7751 37.12 . Q . . . V .

7.167 118.0193 35.45 . Q . . . V .

7.250 118.2501 33.52 .Q . . . V .

7.333 118.4694 31.83 .Q . . . V .

7.417 118.6787 30.39 .Q . . . V .

7.500 118.8785 29.01 .Q . . . V .

7.583 119.0693 27.70 .Q . . . V .

7.667 119.2514 26.45 .Q . . . V .

Date: 4/17/2018 File Name: CCRRT4 Page: 135

7.750 119.4253 25.25 .Q . . . V .

7.833 119.5913 24.10 .Q . . . V .

7.917 119.7498 23.01 .Q . . . V .

8.000 119.9011 21.97 .Q . . . V .

8.083 120.0455 20.97 .Q . . . V .

8.167 120.1834 20.02 .Q . . . V.

8.250 120.3151 19.12 .Q . . . V.

8.333 120.4408 18.25 .Q . . . V.

8.417 120.5608 17.42 Q . . . V.

8.500 120.6754 16.63 Q . . . V.

8.583 120.7847 15.88 Q . . . V.

8.667 120.8916 15.52 Q . . . V.

8.750 120.9931 14.74 Q . . . V.

8.833 121.0881 13.79 Q . . . V.

8.917 121.1787 13.17 Q . . . V.

9.000 121.2653 12.57 Q . . . V.

9.083 121.3480 12.00 Q . . . V.

9.167 121.4269 11.46 Q . . . V.

9.250 121.5022 10.94 Q . . . V.

9.333 121.5741 10.44 Q . . . V.

9.417 121.6428 9.97 Q . . . V.

9.500 121.7083 9.52 Q . . . V.

9.583 121.7709 9.09 Q . . . V.

9.667 121.8306 8.67 Q . . . V.

9.750 121.8877 8.28 Q . . . V.

9.833 121.9421 7.91 Q . . . V.

9.917 121.9941 7.55 Q . . . V.

10.000 122.0464 7.59 Q . . . V.

10.083 122.0954 7.11 Q . . . V.

10.167 122.1404 6.54 Q . . . V.

10.250 122.1834 6.24 Q . . . V.

10.333 122.2245 5.96 Q . . . V.

10.417 122.2637 5.69 Q . . . V.

10.500 122.3011 5.43 Q . . . V.

10.583 122.3368 5.19 Q . . . V.

10.667 122.3709 4.95 Q . . . V.

10.750 122.4035 4.73 Q . . . V.

10.833 122.4383 5.06 Q . . . V.

10.917 122.4684 4.37 Q . . . V.

11.000 122.4966 4.09 Q . . . V.

11.083 122.5235 3.90 Q . . . V.

11.167 122.5491 3.72 Q . . . V.

11.250 122.5736 3.56 Q . . . V.

11.333 122.5970 3.39 Q . . . V.

11.417 122.6222 3.66 Q . . . V.

11.500 122.6450 3.32 Q . . . V.

11.583 122.6675 3.27 Q . . . V.

11.667 122.6851 2.56 Q . . . V.

11.750 122.7035 2.66 Q . . . V.

11.833 122.7210 2.54 Q . . . V.

11.917 122.7377 2.43 Q . . . V.

12.000 122.7609 3.38 Q . . . V.

12.083 122.7736 1.83 Q . . . V.

12.167 122.7872 1.98 Q . . . V.

12.250 122.8009 1.99 Q . . . V.

12.333 122.8140 1.90 Q . . . V.

12.417 122.8344 2.96 Q . . . V.

12.500 122.8428 1.22 Q . . . V.

12.583 122.8536 1.56 Q . . . V.

12.667 122.8647 1.61 Q . . . V.

12.750 122.8792 2.11 Q . . . V.

12.833 122.8902 1.59 Q . . . V.

12.917 122.9011 1.59 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 136

13.000 122.9103 1.34 Q . . . V.

13.083 122.9198 1.37 Q . . . V.

13.167 122.9310 1.63 Q . . . V.

13.250 122.9408 1.42 Q . . . V.

13.333 122.9496 1.28 Q . . . V.

13.417 122.9576 1.16 Q . . . V.

13.500 122.9669 1.36 Q . . . V.

13.583 122.9756 1.26 Q . . . V.

13.667 122.9822 0.96 Q . . . V.

13.750 122.9899 1.11 Q . . . V.

13.833 122.9985 1.25 Q . . . V.

13.917 123.0067 1.19 Q . . . V.

14.000 123.0160 1.35 Q . . . V.

14.083 123.0249 1.31 Q . . . V.

14.167 123.0335 1.25 Q . . . V.

14.250 123.0417 1.19 Q . . . V.

14.333 123.0495 1.14 Q . . . V.

14.417 123.0570 1.08 Q . . . V.

14.500 123.0641 1.04 Q . . . V.

14.583 123.0709 0.99 Q . . . V.

14.667 123.0774 0.94 Q . . . V.

14.750 123.0836 0.90 Q . . . V.

14.833 123.0896 0.86 Q . . . V.

14.917 123.0952 0.82 Q . . . V.

15.000 123.1006 0.78 Q . . . V.

15.083 123.1058 0.75 Q . . . V.

15.167 123.1107 0.71 Q . . . V.

15.250 123.1154 0.68 Q . . . V.

15.333 123.1199 0.65 Q . . . V.

15.417 123.1242 0.62 Q . . . V.

15.500 123.1283 0.59 Q . . . V.

15.583 123.1321 0.57 Q . . . V.

15.667 123.1359 0.54 Q . . . V.

15.750 123.1394 0.52 Q . . . V.

15.833 123.1428 0.49 Q . . . V.

15.917 123.1461 0.47 Q . . . V.

16.000 123.1492 0.45 Q . . . V.

16.083 123.1521 0.43 Q . . . V.

16.167 123.1549 0.41 Q . . . V.

16.250 123.1576 0.39 Q . . . V.

16.333 123.1602 0.37 Q . . . V.

16.417 123.1627 0.36 Q . . . V.

16.500 123.1650 0.34 Q . . . V.

16.583 123.1672 0.32 Q . . . V.

16.667 123.1694 0.31 Q . . . V.

16.750 123.1714 0.30 Q . . . V.

16.833 123.1734 0.28 Q . . . V.

16.917 123.1752 0.27 Q . . . V.

17.000 123.1770 0.26 Q . . . V.

17.083 123.1787 0.25 Q . . . V.

17.167 123.1803 0.23 Q . . . V.

17.250 123.1818 0.22 Q . . . V.

17.333 123.1833 0.21 Q . . . V.

17.417 123.1847 0.20 Q . . . V.

17.500 123.1861 0.20 Q . . . V.

17.583 123.1873 0.19 Q . . . V.

17.667 123.1886 0.18 Q . . . V.

17.750 123.1897 0.17 Q . . . V.

17.833 123.1908 0.16 Q . . . V.

17.917 123.1919 0.15 Q . . . V.

18.000 123.1929 0.15 Q . . . V.

18.083 123.1939 0.14 Q . . . V.

18.167 123.1948 0.13 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 137

18.250 123.1957 0.13 Q . . . V.

18.333 123.1966 0.12 Q . . . V.

18.417 123.1974 0.12 Q . . . V.

18.500 123.1981 0.11 Q . . . V.

18.583 123.1989 0.11 Q . . . V.

18.667 123.1996 0.10 Q . . . V.

18.750 123.2002 0.10 Q . . . V.

18.833 123.2009 0.09 Q . . . V.

18.917 123.2015 0.09 Q . . . V.

19.000 123.2021 0.08 Q . . . V.

19.083 123.2026 0.08 Q . . . V.

19.167 123.2032 0.08 Q . . . V.

19.250 123.2037 0.07 Q . . . V.

19.333 123.2042 0.07 Q . . . V.

19.417 123.2046 0.07 Q . . . V.

19.500 123.2051 0.06 Q . . . V.

19.583 123.2055 0.06 Q . . . V.

19.667 123.2059 0.06 Q . . . V.

19.750 123.2063 0.06 Q . . . V.

19.833 123.2066 0.05 Q . . . V.

19.917 123.2070 0.05 Q . . . V.

20.000 123.2073 0.05 Q . . . V.

20.083 123.2076 0.05 Q . . . V.

20.167 123.2080 0.04 Q . . . V.

20.250 123.2082 0.04 Q . . . V.

20.333 123.2085 0.04 Q . . . V.

20.417 123.2088 0.04 Q . . . V.

20.500 123.2090 0.04 Q . . . V.

20.583 123.2093 0.04 Q . . . V.

20.667 123.2095 0.03 Q . . . V.

20.750 123.2097 0.03 Q . . . V.

20.833 123.2099 0.03 Q . . . V.

20.917 123.2101 0.03 Q . . . V.

21.000 123.2103 0.03 Q . . . V.

21.083 123.2105 0.03 Q . . . V.

21.167 123.2107 0.03 Q . . . V.

21.250 123.2109 0.02 Q . . . V.

21.333 123.2110 0.02 Q . . . V.

21.417 123.2112 0.02 Q . . . V.

21.500 123.2113 0.02 Q . . . V.

21.583 123.2115 0.02 Q . . . V.

21.667 123.2116 0.02 Q . . . V.

21.750 123.2117 0.02 Q . . . V.

21.833 123.2118 0.02 Q . . . V.

21.917 123.2120 0.02 Q . . . V.

22.000 123.2121 0.02 Q . . . V.

22.083 123.2122 0.02 Q . . . V.

22.167 123.2123 0.01 Q . . . V.

22.250 123.2124 0.01 Q . . . V.

22.333 123.2125 0.01 Q . . . V.

22.417 123.2125 0.01 Q . . . V.

22.500 123.2126 0.01 Q . . . V.

22.583 123.2127 0.01 Q . . . V.

22.667 123.2128 0.01 Q . . . V.

22.750 123.2128 0.01 Q . . . V.

22.833 123.2129 0.01 Q . . . V.

22.917 123.2130 0.01 Q . . . V.

23.000 123.2130 0.01 Q . . . V.

23.083 123.2131 0.01 Q . . . V.

23.167 123.2132 0.01 Q . . . V.

23.250 123.2132 0.01 Q . . . V.

23.333 123.2133 0.01 Q . . . V.

23.417 123.2133 0.01 Q . . . V.

Date: 4/17/2018 File Name: CCRRT4 Page: 138
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1405.0
10% 330.0
20% 215.0
30% 165.0
40% 125.0
50% 90.0
60% 60.0
70% 40.0
80% 25.0
90% 15.0
============================================================================ END OF FLOODSCx ROUTING ANALYSIS
APPENDIX B.3

CALIMESA CHANNEL HYDROLOGY

ULTIMATE CONDITION WITHOUT FLOW SPLIT

SYNTETIC UNIT HYDROGRAPH METHOD
Date: 4/17/2018 File Name: CCRRT3 Page: 1
____________________________________________________________________________ ****************************************************************************

F L O O D R O U T I N G A N A L Y S I S

TKE Engineering, Inc.
2305 Chicago Ave.

Riverside, Ca. 92507

************************** DESCRIPTION OF STUDY ************************** * FLOW ROUTING WITH 53.1 AC-FT RETARDING BASIN – 2-42IN RCP OUTLET * * WITH NO FLOW SPLIT AT NODE 994 *
* *
************************************************************************** FILE NAME: CCRRT3.DAT
TIME/DATE OF STUDY: 07:54 04/13/2018
**************************************************************************** FLOW PROCESS FROM NODE 107.00 TO NODE 107.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERCOURSE LENGTH = 11398.000 FEET
LENGTH FROM CONCENTRATION POINT TO CENTROID = 4724.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 384.000 FEET
BASIN FACTOR = 0.025
WATERSHED AREA = 591.100 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
WATERCOURSE "LAG" TIME = 0.288 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 2
INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 2.730 195.148
2 12.324 685.851
3 29.998 1263.438
4 50.257 1448.231
5 63.405 939.943
6 71.104 550.332
7 76.269 369.261
8 80.138 276.581
9 83.186 217.857
10 85.669 177.537
11 87.692 144.576
12 89.400 122.071
13 90.875 105.449
14 92.160 91.918
15 93.248 77.735
16 94.250 71.609
17 95.105 61.175
18 95.927 58.764
19 96.533 43.327
20 97.095 40.172
21 97.658 40.183
22 98.079 30.139
23 98.289 14.992
24 98.497 14.857
25 98.704 14.838
26 98.912 14.857
27 99.120 14.858
28 99.328 14.857
29 99.536 14.857
30 99.743 14.857
31 99.951 14.857
32 100.000 3.486
Date: 4/17/2018 File Name: CCRRT3 Page: 3
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0135 0.0157
2 0.0292 0.0135 0.0157
3 0.0247 0.0123 0.0123
4 0.0337 0.0135 0.0202
5 0.0337 0.0135 0.0202
6 0.0404 0.0135 0.0269
7 0.0337 0.0135 0.0202
8 0.0404 0.0135 0.0269
9 0.0404 0.0135 0.0269
10 0.0337 0.0135 0.0202
11 0.0359 0.0135 0.0224
12 0.0404 0.0135 0.0269
13 0.0494 0.0135 0.0359
14 0.0494 0.0135 0.0359
15 0.0494 0.0135 0.0359
16 0.0449 0.0135 0.0314
17 0.0584 0.0135 0.0449
18 0.0606 0.0135 0.0471
19 0.0539 0.0135 0.0404
20 0.0606 0.0135 0.0471
21 0.0741 0.0135 0.0606
22 0.0696 0.0135 0.0561
23 0.0651 0.0135 0.0516
24 0.0673 0.0135 0.0538
25 0.0696 0.0135 0.0561
26 0.0943 0.0135 0.0808
27 0.1122 0.0135 0.0987
28 0.0786 0.0135 0.0651
29 0.1526 0.0135 0.1391
30 0.1639 0.0135 0.1504
31 0.1841 0.0135 0.1706
32 0.1324 0.0135 0.1189
33 0.0449 0.0135 0.0314
34 0.0404 0.0135 0.0269
35 0.0404 0.0135 0.0269
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.24
TOTAL SOIL-LOSS(INCHES) = 0.48
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.77
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 23.5634
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 86.9650
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 4
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

0.083 0.0211 3.06 Q . . . .

0.167 0.1162 13.81 Q . . . .

0.250 0.3432 32.96 VQ . . . .

0.333 0.7213 54.90 V Q . . . .

0.417 1.2089 70.79 V Q . . . .

0.500 1.7997 85.79 V Q . . . .

0.583 2.5096 103.08 .V Q . . . .

0.667 3.3232 118.13 .V Q . . . .

0.750 4.2218 130.48 .V Q . . . .

0.833 5.1791 139.00 . V Q . . . .

0.917 6.1823 145.65 . V Q . . . .

1.000 7.1995 147.70 . V Q . . . .

1.083 8.2411 151.25 . V Q . . . .

1.167 9.3724 164.26 . V Q . . . .

1.250 10.6391 183.92 . V Q . . . .

1.333 12.0296 201.91 . V Q . . . .

1.417 13.5021 213.79 . V Q. . . .

1.500 15.0565 225.70 . V Q . . .

1.583 16.7236 242.06 . V Q . . .

1.667 18.5231 261.29 . V .Q . . .

1.750 20.4325 277.25 . V. Q . . .

1.833 22.4654 295.17 . V Q . . .

1.917 24.6621 318.96 . .V Q . . .

2.000 26.9924 338.36 . . V Q . . .

2.083 29.3798 346.65 . . V Q . . .

2.167 31.8378 356.90 . . VQ . . .

2.250 34.4905 385.17 . . V Q . . .

2.333 37.4523 430.06 . . V Q. . .

2.417 40.7988 485.90 . . V .Q . .

2.500 44.5868 550.03 . . V Q . .

2.583 48.9979 640.49 . . . V Q . .

2.667 54.2050 756.07 . . . V . Q .

2.750 59.8003 812.44 . . . V . Q .

2.833 65.0824 766.97 . . . V. Q .

2.917 69.4326 631.64 . . . Q .V .

3.000 72.7611 483.31 . . .Q . V .

3.083 75.3689 378.65 . . Q . . V .

3.167 77.4312 299.44 . . Q . . V .

3.250 79.0191 230.55 . Q . . V .

3.333 80.2570 179.75 . Q . . . V .

3.417 81.2620 145.93 . Q . . . V .

3.500 82.1028 122.08 . Q . . . V .

3.583 82.8171 103.71 . Q . . . V .

3.667 83.4310 89.15 . Q . . . V .

3.750 83.9590 76.66 . Q . . . V .

3.833 84.4211 67.10 . Q . . . V .

3.917 84.8227 58.31 . Q . . . V.

4.000 85.1672 50.01 . Q . . . V.

4.083 85.4619 42.80 .Q . . . V.

4.167 85.7153 36.79 .Q . . . V.

4.250 85.9305 31.25 .Q . . . V.

4.333 86.1078 25.74 .Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 5

4.417 86.2494 20.57 Q . . . V.

4.500 86.3697 17.46 Q . . . V.

4.583 86.4791 15.89 Q . . . V.

4.667 86.5781 14.38 Q . . . V.

4.750 86.6662 12.79 Q . . . V.

4.833 86.7439 11.28 Q . . . V.

4.917 86.8141 10.19 Q . . . V.

5.000 86.8718 8.39 Q . . . V.

5.083 86.9145 6.19 Q . . . V.

5.167 86.9401 3.73 Q . . . V.

5.250 86.9524 1.78 Q . . . V.

5.333 86.9594 1.01 Q . . . V.

5.417 86.9634 0.59 Q . . . V.

5.500 86.9648 0.19 Q . . . V.

ASSUMED REGULAR CHANNEL INFORMATION:

MAXIMUM INFLOW(CFS) = 812.44
AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 617.43 CHANNEL NORMAL VELOCITY FOR Q = 617.43 CFS = 22.62 FPS
ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.930
Date: 4/17/2018 File Name: CCRRT3 Page: 6
MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE
UNIT INTERVALS IS CSTAR = 1.000
CONVEX METHOD CHANNEL ROUTING RESULTS:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 3.06 3.01 3.01

0.167 13.81 13.63 13.63

0.250 32.96 32.64 32.64

0.333 54.90 54.53 54.53

0.417 70.79 70.52 70.52

0.500 85.79 85.54 85.54

0.583 103.08 102.78 102.78

0.667 118.13 117.88 117.88

0.750 130.48 130.27 130.27

0.833 139.00 138.86 138.86

0.917 145.65 145.54 145.54

1.000 147.70 147.66 147.66

1.083 151.25 151.19 151.19

1.167 164.26 164.04 164.04

1.250 183.92 183.59 183.59

1.333 201.91 201.60 201.60

1.417 213.79 213.59 213.59

1.500 225.70 225.50 225.50

1.583 242.06 241.78 241.78

1.667 261.29 260.96 260.96

1.750 277.25 276.98 276.98

1.833 295.17 294.86 294.86

1.917 318.96 318.56 318.56

2.000 338.36 338.03 338.03

2.083 346.65 346.51 346.51

2.167 356.90 356.73 356.73

2.250 385.17 384.69 384.69

2.333 430.06 429.30 429.30

2.417 485.90 484.95 484.95

2.500 550.03 548.94 548.94

2.583 640.49 638.95 638.95

2.667 756.07 754.11 754.11

2.750 812.44 811.48 811.48

2.833 766.97 767.74 767.74

2.917 631.64 633.94 633.94

3.000 483.31 485.83 485.83

3.083 378.65 380.43 380.43

3.167 299.44 300.79 300.79

3.250 230.55 231.72 231.72

3.333 179.75 180.61 180.61

3.417 145.93 146.50 146.50

3.500 122.08 122.49 122.49

3.583 103.71 104.02 104.02

3.667 89.15 89.40 89.40

3.750 76.66 76.88 76.88

3.833 67.10 67.26 67.26

3.917 58.31 58.46 58.46

4.000 50.01 50.15 50.15

4.083 42.80 42.92 42.92

4.167 36.79 36.90 36.90

4.250 31.25 31.34 31.34

4.333 25.74 25.83 25.83

4.417 20.57 20.66 20.66

4.500 17.46 17.51 17.51
Date: 4/17/2018 File Name: CCRRT3 Page: 7

4.583 15.89 15.91 15.91

4.667 14.38 14.41 14.41

4.750 12.79 12.82 12.82

4.833 11.28 11.30 11.30

4.917 10.19 10.21 10.21

5.000 8.39 8.42 8.42

5.083 6.19 6.23 6.23

5.167 3.73 3.77 3.77

5.250 1.78 1.81 1.81

5.333 1.01 1.02 1.02

5.417 0.59 0.60 0.60

5.500 0.19 0.20 0.20

5.583 0.02 0.03 0.03
============================================================================ PROCESS SUMMARY OF STORAGE:

0.083 0.0207 3.01 Q . . . .

0.167 0.1145 13.63 Q . . . .

0.250 0.3393 32.64 VQ . . . .

0.333 0.7149 54.53 V Q . . . .

0.417 1.2006 70.52 V Q . . . .

0.500 1.7897 85.54 V Q . . . .

0.583 2.4975 102.78 .V Q . . . .

0.667 3.3093 117.88 .V Q . . . .

0.750 4.2065 130.27 .V Q . . . .

0.833 5.1629 138.86 . V Q . . . .

0.917 6.1652 145.54 . V Q . . . .

1.000 7.1822 147.66 . V Q . . . .

1.083 8.2234 151.19 . V Q . . . .

1.167 9.3532 164.04 . V Q . . . .

1.250 10.6176 183.59 . V Q . . . .

1.333 12.0060 201.60 . V Q . . . .

1.417 13.4770 213.59 . V Q. . . .

1.500 15.0301 225.50 . V Q . . .

1.583 16.6952 241.78 . V Q . . .

1.667 18.4925 260.96 . V .Q . . .

1.750 20.4001 276.98 . V. Q . . .

1.833 22.4308 294.86 . V Q . . .

1.917 24.6247 318.56 . .V Q . . .

2.000 26.9528 338.03 . . V Q . . .

2.083 29.3392 346.51 . . V Q . . .

2.167 31.7960 356.73 . . VQ . . .

2.250 34.4454 384.69 . . V Q . . .

2.333 37.4020 429.30 . . V Q. . .

2.417 40.7419 484.95 . . V .Q . .

2.500 44.5224 548.94 . . V Q . .

2.583 48.9229 638.95 . . . V Q . .

2.667 54.1165 754.11 . . . V . Q .

Date: 4/17/2018 File Name: CCRRT3 Page: 8

2.750 59.7052 811.48 . . . V . Q .

2.833 64.9927 767.74 . . . V. Q .

2.917 69.3586 633.94 . . . Q .V .

3.000 72.7046 485.83 . . .Q . V .

3.083 75.3246 380.43 . . Q . . V .

3.167 77.3962 300.79 . . Q . . V .

3.250 78.9921 231.72 . Q . . V .

3.333 80.2360 180.61 . Q . . . V .

3.417 81.2450 146.50 . Q . . . V .

3.500 82.0885 122.49 . Q . . . V .

3.583 82.8049 104.02 . Q . . . V .

3.667 83.4206 89.40 . Q . . . V .

3.750 83.9501 76.88 . Q . . . V .

3.833 84.4133 67.26 . Q . . . V .

3.917 84.8159 58.46 . Q . . . V.

4.000 85.1613 50.15 . Q . . . V.

4.083 85.4569 42.92 .Q . . . V.

4.167 85.7110 36.90 .Q . . . V.

4.250 85.9269 31.34 .Q . . . V.

4.333 86.1048 25.83 .Q . . . V.

4.417 86.2471 20.66 Q . . . V.

4.500 86.3677 17.51 Q . . . V.

4.583 86.4773 15.91 Q . . . V.

4.667 86.5765 14.41 Q . . . V.

4.750 86.6647 12.82 Q . . . V.

4.833 86.7426 11.30 Q . . . V.

4.917 86.8129 10.21 Q . . . V.

5.000 86.8709 8.42 Q . . . V.

5.083 86.9138 6.23 Q . . . V.

5.167 86.9397 3.77 Q . . . V.

5.250 86.9522 1.81 Q . . . V.

5.333 86.9593 1.02 Q . . . V.

5.417 86.9634 0.60 Q . . . V.

5.500 86.9648 0.20 Q . . . V.

5.583 86.9650 0.03 Q . . . V

5.667 86.9650 0.00 Q . . . V
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 340.0
10% 195.0
20% 135.0
30% 95.0
40% 70.0
50% 45.0
60% 30.0
70% 25.0
80% 15.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 1062.00 TO NODE 1062.00 IS CODE = 3.1 ---------------------------------------------------------------------------- >>>>>FLOW-THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1<<<<< ============================================================================ Date: 4/17/2018 File Name: CCRRT3 Page: 9
INFLOW
(STREAM 1)
|
|
V __effective depth
----------- | (and volume)
| | | |
| | |....V........
| detention |<-->| outflow
| basin | |........._______
----------- | ^ | \
| | dead | basin outlet
V | storage |

OUTFLOW ---------
(STREAM 1)
ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1

THROUGH A FLOW-THROUGH DETENTION BASIN
SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS:

INTERVAL DEPTH OUTFLOW STORAGE

CLOCK MEAN

TIME DEAD-STORAGE INFLOW LOSS EFFECTIVE OUTFLOW

EFFECTIVE
(HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS)

VOLUME(AF)
----------------------------------------------------------------------------

0.083 12.250 3.01 0.00 0.00 0.1

0.020

0.167 12.250 13.63 0.00 0.02 0.4

0.111

0.250 12.250 32.64 0.00 0.07 1.5

0.326

0.333 12.250 54.53 0.00 0.14 3.4

0.678

0.417 12.250 70.52 0.00 0.23 6.1

1.122
Date: 4/17/2018 File Name: CCRRT3 Page: 10

0.500 12.250 85.54 0.00 0.33 9.3

1.647

0.583 12.250 102.78 0.00 0.45 13.2

2.264

0.667 12.250 117.88 0.00 0.59 17.6

2.955

0.750 12.250 130.27 0.00 0.74 22.4

3.698

0.833 12.250 138.86 0.00 0.90 27.5

4.465

0.917 12.250 145.54 0.00 1.05 32.7

5.242

1.000 12.250 147.66 0.00 1.21 37.8

5.999

1.083 12.250 151.19 0.00 1.36 42.9

6.745

1.167 12.250 164.04 0.00 1.52 48.1

7.543

1.250 12.250 183.59 0.00 1.70 53.8

8.437

1.333 12.250 201.60 0.00 1.89 60.1

9.412

1.417 12.250 213.59 0.00 2.09 66.8

10.424

1.500 12.250 225.50 0.00 2.30 73.7

11.469

1.583 12.250 241.78 0.00 2.53 80.9

12.577

1.667 12.250 260.96 0.00 2.77 88.6

13.764

1.750 12.250 276.98 0.00 3.01 96.8

15.005

1.833 12.250 294.86 0.00 3.28 105.4

16.310

1.917 12.250 318.56 0.00 3.56 114.5

17.715

2.000 12.250 338.03 0.00 3.85 124.2

19.188

2.083 12.250 346.51 0.00 4.34 138.5

20.620

2.167 12.250 356.73 0.00 4.98 161.1

21.967

2.250 12.250 384.69 0.00 5.59 182.4

23.360

2.333 12.250 429.30 0.00 6.27 199.6

24.942

2.417 12.250 484.95 0.00 7.06 219.1

26.774

2.500 12.250 548.94 0.00 7.98 241.6

28.890

2.583 12.250 638.95 0.00 9.08 268.3

31.443

2.667 12.250 754.11 0.00 10.38 298.4

34.582

2.750 12.250 811.48 0.00 11.64 325.4

37.929

2.833 12.250 767.74 0.00 12.72 346.8

40.828

2.917 12.250 633.94 0.00 13.42 363.1

42.693

3.000 12.250 485.83 0.00 13.72 372.2

43.476
Date: 4/17/2018 File Name: CCRRT3 Page: 11

3.083 12.250 380.43 0.00 13.73 375.0

43.514

3.167 12.250 300.79 0.00 13.54 373.4

43.014

3.250 12.250 231.72 0.00 13.19 368.5

42.072

3.333 12.250 180.61 0.00 12.73 361.0

40.830

3.417 12.250 146.50 0.00 12.20 351.9

39.415

3.500 12.250 122.49 0.00 11.63 341.9

37.904

3.583 12.250 104.02 0.00 11.04 331.4

36.338

3.667 12.250 89.40 0.00 10.44 320.6

34.746

3.750 12.250 76.88 0.00 9.82 308.7

33.150

3.833 12.250 67.26 0.00 9.15 293.4

31.592

3.917 12.250 58.46 0.00 8.50 276.0

30.094

4.000 12.250 50.15 0.00 7.88 259.2

28.654

4.083 12.250 42.92 0.00 7.28 243.1

27.276

4.167 12.250 36.90 0.00 6.71 227.7

25.961

4.250 12.250 31.34 0.00 6.17 213.1

24.710

4.333 12.250 25.83 0.00 5.66 199.1

23.516

4.417 12.250 20.66 0.00 5.16 185.8

22.379

4.500 12.250 17.51 0.00 4.68 170.5

21.325

4.583 12.250 15.91 0.00 4.23 152.5

20.384

4.667 12.250 14.41 0.00 3.93 137.4

19.537

4.750 12.250 12.82 0.00 3.76 128.8

18.738

4.833 12.250 11.30 0.00 3.61 123.5

17.965

4.917 12.250 10.21 0.00 3.46 118.4

17.220

5.000 12.250 8.42 0.00 3.31 113.5

16.497

5.083 12.250 6.23 0.00 3.17 108.7

15.791

5.167 12.250 3.77 0.00 3.03 104.0

15.101

5.250 12.250 1.81 0.00 2.90 99.4

14.429

5.333 12.250 1.02 0.00 2.77 94.9

13.783

5.417 12.250 0.60 0.00 2.64 90.7

13.162

5.500 12.250 0.20 0.00 2.52 86.6

12.567

5.583 12.250 0.03 0.00 2.41 82.7

11.998
Date: 4/17/2018 File Name: CCRRT3 Page: 12

5.667 12.250 0.00 0.00 2.30 78.9

11.455

5.750 12.250 0.00 0.00 2.20 75.3

10.936

5.833 12.250 0.00 0.00 2.10 71.9

10.440

5.917 12.250 0.00 0.00 2.00 68.7

9.967

6.000 12.250 0.00 0.00 1.91 65.6

9.516

6.083 12.250 0.00 0.00 1.83 62.6

9.085

6.167 12.250 0.00 0.00 1.74 59.8

8.673

6.250 12.250 0.00 0.00 1.66 57.1

8.280

6.333 12.250 0.00 0.00 1.59 54.5

7.905

6.417 12.250 0.00 0.00 1.52 52.0

7.547

6.500 12.250 0.00 0.00 1.45 49.6

7.205

6.583 12.250 0.00 0.00 1.38 47.4

6.879

6.667 12.250 0.00 0.00 1.32 45.2

6.567

6.750 12.250 0.00 0.00 1.26 43.2

6.270

6.833 12.250 0.00 0.00 1.20 41.2

5.986

6.917 12.250 0.00 0.00 1.15 39.4

5.714

7.000 12.250 0.00 0.00 1.10 37.6

5.456

7.083 12.250 0.00 0.00 1.05 35.9

5.208

7.167 12.250 0.00 0.00 1.00 34.3

4.972

7.250 12.250 0.00 0.00 0.95 32.7

4.747

7.333 12.250 0.00 0.00 0.91 31.2

4.532

7.417 12.250 0.00 0.00 0.87 29.8

4.327

7.500 12.250 0.00 0.00 0.83 28.5

4.131

7.583 12.250 0.00 0.00 0.79 27.2

3.944

7.667 12.250 0.00 0.00 0.76 25.9

3.765

7.750 12.250 0.00 0.00 0.72 24.8

3.594

7.833 12.250 0.00 0.00 0.69 23.6

3.432

7.917 12.250 0.00 0.00 0.66 22.6

3.276

8.000 12.250 0.00 0.00 0.63 21.5

3.128

8.083 12.250 0.00 0.00 0.60 20.6

2.986

8.167 12.250 0.00 0.00 0.57 19.6

2.851
Date: 4/17/2018 File Name: CCRRT3 Page: 13

8.250 12.250 0.00 0.00 0.55 18.8

2.722

8.333 12.250 0.00 0.00 0.52 17.9

2.598

8.417 12.250 0.00 0.00 0.50 17.1

2.481

8.500 12.250 0.00 0.00 0.48 16.3

2.368

8.583 12.250 0.00 0.00 0.45 15.6

2.261

8.667 12.250 0.00 0.00 0.43 14.9

2.159

8.750 12.250 0.00 0.00 0.41 14.2

2.061

8.833 12.250 0.00 0.00 0.40 13.6

1.967

8.917 12.250 0.00 0.00 0.38 12.9

1.878

9.000 12.250 0.00 0.00 0.36 12.4

1.793

9.083 12.250 0.00 0.00 0.34 11.8

1.712

9.167 12.250 0.00 0.00 0.33 11.3

1.634

9.250 12.250 0.00 0.00 0.31 10.8

1.560

9.333 12.250 0.00 0.00 0.30 10.3

1.490

9.417 12.250 0.00 0.00 0.29 9.8

1.422

9.500 12.250 0.00 0.00 0.27 9.4

1.358

9.583 12.250 0.00 0.00 0.26 8.9

1.296

9.667 12.250 0.00 0.00 0.25 8.5

1.238

9.750 12.250 0.00 0.00 0.24 8.1

1.181

9.833 12.250 0.00 0.00 0.23 7.8

1.128

9.917 12.250 0.00 0.00 0.22 7.4

1.077

10.000 12.250 0.00 0.00 0.21 7.1

1.028

10.083 12.250 0.00 0.00 0.20 6.8

0.981

10.167 12.250 0.00 0.00 0.19 6.5

0.937

10.250 12.250 0.00 0.00 0.18 6.2

0.895

10.333 12.250 0.00 0.00 0.17 5.9

0.854

10.417 12.250 0.00 0.00 0.16 5.6

0.815

10.500 12.250 0.00 0.00 0.16 5.4

0.778

10.583 12.250 0.00 0.00 0.15 5.1

0.743

10.667 12.250 0.00 0.00 0.14 4.9

0.709

10.750 12.250 0.00 0.00 0.14 4.7

0.677
Date: 4/17/2018 File Name: CCRRT3 Page: 14

10.833 12.250 0.00 0.00 0.13 4.5

0.647

10.917 12.250 0.00 0.00 0.12 4.3

0.617

11.000 12.250 0.00 0.00 0.12 4.1

0.589

11.083 12.250 0.00 0.00 0.11 3.9

0.563

11.167 12.250 0.00 0.00 0.11 3.7

0.537

11.250 12.250 0.00 0.00 0.10 3.5

0.513

11.333 12.250 0.00 0.00 0.10 3.4

0.490

11.417 12.250 0.00 0.00 0.09 3.2

0.467

11.500 12.250 0.00 0.00 0.09 3.1

0.446

11.583 12.250 0.00 0.00 0.09 2.9

0.426

11.667 12.250 0.00 0.00 0.08 2.8

0.407

11.750 12.250 0.00 0.00 0.08 2.7

0.388

11.833 12.250 0.00 0.00 0.07 2.6

0.371

11.917 12.250 0.00 0.00 0.07 2.4

0.354

12.000 12.250 0.00 0.00 0.07 2.3

0.338

12.083 12.250 0.00 0.00 0.06 2.2

0.323

12.167 12.250 0.00 0.00 0.06 2.1

0.308

12.250 12.250 0.00 0.00 0.06 2.0

0.294

12.333 12.250 0.00 0.00 0.06 1.9

0.281

12.417 12.250 0.00 0.00 0.05 1.8

0.268

12.500 12.250 0.00 0.00 0.05 1.8

0.256

12.583 12.250 0.00 0.00 0.05 1.7

0.244

12.667 12.250 0.00 0.00 0.05 1.6

0.233

12.750 12.250 0.00 0.00 0.04 1.5

0.223

12.833 12.250 0.00 0.00 0.04 1.5

0.213

12.917 12.250 0.00 0.00 0.04 1.4

0.203

13.000 12.250 0.00 0.00 0.04 1.3

0.194

13.083 12.250 0.00 0.00 0.04 1.3

0.185

13.167 12.250 0.00 0.00 0.04 1.2

0.177

13.250 12.250 0.00 0.00 0.03 1.2

0.169

13.333 12.250 0.00 0.00 0.03 1.1

0.161
Date: 4/17/2018 File Name: CCRRT3 Page: 15

13.417 12.250 0.00 0.00 0.03 1.1

0.154

13.500 12.250 0.00 0.00 0.03 1.0

0.147

13.583 12.250 0.00 0.00 0.03 1.0

0.140

13.667 12.250 0.00 0.00 0.03 0.9

0.134

13.750 12.250 0.00 0.00 0.03 0.9

0.128

13.833 12.250 0.00 0.00 0.02 0.8

0.122

13.917 12.250 0.00 0.00 0.02 0.8

0.116

14.000 12.250 0.00 0.00 0.02 0.8

0.111

14.083 12.250 0.00 0.00 0.02 0.7

0.106

14.167 12.250 0.00 0.00 0.02 0.7

0.101

14.250 12.250 0.00 0.00 0.02 0.7

0.097

14.333 12.250 0.00 0.00 0.02 0.6

0.092

14.417 12.250 0.00 0.00 0.02 0.6

0.088

14.500 12.250 0.00 0.00 0.02 0.6

0.084

14.583 12.250 0.00 0.00 0.02 0.6

0.080

14.667 12.250 0.00 0.00 0.02 0.5

0.077

14.750 12.250 0.00 0.00 0.01 0.5

0.073

14.833 12.250 0.00 0.00 0.01 0.5

0.070

14.917 12.250 0.00 0.00 0.01 0.5

0.067

15.000 12.250 0.00 0.00 0.01 0.4

0.064

15.083 12.250 0.00 0.00 0.01 0.4

0.061

15.167 12.250 0.00 0.00 0.01 0.4

0.058

15.250 12.250 0.00 0.00 0.01 0.4

0.055

15.333 12.250 0.00 0.00 0.01 0.4

0.053

15.417 12.250 0.00 0.00 0.01 0.3

0.051

15.500 12.250 0.00 0.00 0.01 0.3

0.048

15.583 12.250 0.00 0.00 0.01 0.3

0.046

15.667 12.250 0.00 0.00 0.01 0.3

0.044

15.750 12.250 0.00 0.00 0.01 0.3

0.042

15.833 12.250 0.00 0.00 0.01 0.3

0.040

15.917 12.250 0.00 0.00 0.01 0.3

0.038
Date: 4/17/2018 File Name: CCRRT3 Page: 16

16.000 12.250 0.00 0.00 0.01 0.3

0.037

16.083 12.250 0.00 0.00 0.01 0.2

0.035

16.167 12.250 0.00 0.00 0.01 0.2

0.033

16.250 12.250 0.00 0.00 0.01 0.2

0.032

16.333 12.250 0.00 0.00 0.01 0.2

0.030

16.417 12.250 0.00 0.00 0.01 0.2

0.029

16.500 12.250 0.00 0.00 0.01 0.2

0.028

16.583 12.250 0.00 0.00 0.01 0.2

0.026

16.667 12.250 0.00 0.00 0.01 0.2

0.025

16.750 12.250 0.00 0.00 0.00 0.2

0.024

16.833 12.250 0.00 0.00 0.00 0.2

0.023

16.917 12.250 0.00 0.00 0.00 0.2

0.022

17.000 12.250 0.00 0.00 0.00 0.1

0.021

17.083 12.250 0.00 0.00 0.00 0.1

0.020

17.167 12.250 0.00 0.00 0.00 0.1

0.019

17.250 12.250 0.00 0.00 0.00 0.1

0.018

17.333 12.250 0.00 0.00 0.00 0.1

0.017

17.417 12.250 0.00 0.00 0.00 0.1

0.017

17.500 12.250 0.00 0.00 0.00 0.1

0.016

17.583 12.250 0.00 0.00 0.00 0.1

0.015

17.667 12.250 0.00 0.00 0.00 0.1

0.014

17.750 12.250 0.00 0.00 0.00 0.1

0.014

17.833 12.250 0.00 0.00 0.00 0.1

0.013

17.917 12.250 0.00 0.00 0.00 0.1

0.013

18.000 12.250 0.00 0.00 0.00 0.1

0.012

18.083 12.250 0.00 0.00 0.00 0.1

0.011

18.167 12.250 0.00 0.00 0.00 0.1

0.011

18.250 12.250 0.00 0.00 0.00 0.1

0.010

18.333 12.250 0.00 0.00 0.00 0.1

0.010

18.417 12.250 0.00 0.00 0.00 0.1

0.010

18.500 12.250 0.00 0.00 0.00 0.1

0.009
Date: 4/17/2018 File Name: CCRRT3 Page: 17

18.583 12.250 0.00 0.00 0.00 0.1

0.009

18.667 12.250 0.00 0.00 0.00 0.1

0.008

18.750 12.250 0.00 0.00 0.00 0.1

0.008

18.833 12.250 0.00 0.00 0.00 0.1

0.008

18.917 12.250 0.00 0.00 0.00 0.0

0.007

19.000 12.250 0.00 0.00 0.00 0.0

0.007

19.083 12.250 0.00 0.00 0.00 0.0

0.007

19.167 12.250 0.00 0.00 0.00 0.0

0.006

19.250 12.250 0.00 0.00 0.00 0.0

0.006

19.333 12.250 0.00 0.00 0.00 0.0

0.006

19.417 12.250 0.00 0.00 0.00 0.0

0.005

19.500 12.250 0.00 0.00 0.00 0.0

0.005

19.583 12.250 0.00 0.00 0.00 0.0

0.005

19.667 12.250 0.00 0.00 0.00 0.0

0.005

19.750 12.250 0.00 0.00 0.00 0.0

0.005

19.833 12.250 0.00 0.00 0.00 0.0

0.004

19.917 12.250 0.00 0.00 0.00 0.0

0.004

20.000 12.250 0.00 0.00 0.00 0.0

0.004

20.083 12.250 0.00 0.00 0.00 0.0

0.004

20.167 12.250 0.00 0.00 0.00 0.0

0.004

20.250 12.250 0.00 0.00 0.00 0.0

0.003

20.333 12.250 0.00 0.00 0.00 0.0

0.003

20.417 12.250 0.00 0.00 0.00 0.0

0.003

20.500 12.250 0.00 0.00 0.00 0.0

0.003

20.583 12.250 0.00 0.00 0.00 0.0

0.003

20.667 12.250 0.00 0.00 0.00 0.0

0.003

20.750 12.250 0.00 0.00 0.00 0.0

0.003

20.833 12.250 0.00 0.00 0.00 0.0

0.002

20.917 12.250 0.00 0.00 0.00 0.0

0.002

21.000 12.250 0.00 0.00 0.00 0.0

0.002

21.083 12.250 0.00 0.00 0.00 0.0

0.002
Date: 4/17/2018 File Name: CCRRT3 Page: 18

21.167 12.250 0.00 0.00 0.00 0.0

0.002

21.250 12.250 0.00 0.00 0.00 0.0

0.002

21.333 12.250 0.00 0.00 0.00 0.0

0.002

21.417 12.250 0.00 0.00 0.00 0.0

0.002

21.500 12.250 0.00 0.00 0.00 0.0

0.002

21.583 12.250 0.00 0.00 0.00 0.0

0.002

21.667 12.250 0.00 0.00 0.00 0.0

0.002

21.750 12.250 0.00 0.00 0.00 0.0

0.001

21.833 12.250 0.00 0.00 0.00 0.0

0.001

21.917 12.250 0.00 0.00 0.00 0.0

0.001
---------------------------------------------------------------------------- PROCESS SUMMARY OF STORAGE:

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0
----------------------------------------------------------------------------

0.083 0.0005 0.07 Q . . . .

0.167 0.0035 0.44 Q . . . .

0.250 0.0136 1.47 Q . . . .

0.333 0.0369 3.38 Q . . . .

0.417 0.0786 6.06 Q . . . .

0.500 0.1428 9.32 Q . . . .

0.583 0.2334 13.16 VQ . . . .

0.667 0.3544 17.56 VQ . . . .

0.750 0.5086 22.39 V Q . . . .

0.833 0.6978 27.47 V Q . . . .

0.917 0.9227 32.67 V Q . . . .

1.000 1.1833 37.83 V Q . . . .

1.083 1.4786 42.88 V Q . . . .

1.167 1.8098 48.08 V Q . . . .

1.250 2.1801 53.78 .V Q . . . .

1.333 2.5938 60.07 .V Q . . . .

1.417 3.0535 66.75 .V Q . . . .

1.500 3.5609 73.67 .V Q . . . .

1.583 4.1182 80.92 .V Q . . . .

1.667 4.7287 88.64 . V Q . . . .

1.750 5.3954 96.81 . V Q. . . .

1.833 6.1211 105.38 . V Q . . .

1.917 6.9097 114.50 . V .Q . . .

2.000 7.7650 124.18 . V . Q . . .

Date: 4/17/2018 File Name: CCRRT3 Page: 19

2.083 8.7191 138.54 . V . Q . . .

2.167 9.8289 161.14 . V . Q . . .

2.250 11.0854 182.44 . V . Q . . .

2.333 12.4598 199.56 . V . Q. . .

2.417 13.9684 219.05 . V . .Q . .

2.500 15.6322 241.59 . V . . Q . .

2.583 17.4797 268.25 . V . . Q . .

2.667 19.5349 298.41 . V . . Q. .

2.750 21.7762 325.44 . V . . Q .

2.833 24.1647 346.81 . .V . . Q .

2.917 26.6654 363.11 . . V . . Q .

3.000 29.2285 372.16 . . V . . Q .

3.083 31.8109 374.97 . . V . . Q .

3.167 34.3825 373.39 . . V . . Q .

3.250 36.9201 368.46 . . V . . Q .

3.333 39.4062 360.99 . . V . . Q .

3.417 41.8297 351.90 . . V. . Q .

3.500 44.1844 341.89 . . V . Q .

3.583 46.4665 331.36 . . .V . Q .

3.667 48.6742 320.56 . . . V . Q .

3.750 50.8004 308.72 . . . V Q .

3.833 52.8212 293.42 . . . V Q. .

3.917 54.7218 275.98 . . . V Q . .

4.000 56.5070 259.20 . . . Q . .

4.083 58.1813 243.11 . . . Q V . .

4.167 59.7497 227.74 . . . Q V . .

4.250 61.2173 213.09 . . .Q V . .

4.333 62.5887 199.13 . . Q. V . .

4.417 63.8684 185.82 . . Q . V. .

4.500 65.0429 170.54 . . Q . V. .

4.583 66.0933 152.52 . . Q . V .

4.667 67.0396 137.39 . . Q . V .

4.750 67.9266 128.80 . . Q . .V .

4.833 68.7773 123.51 . . Q . .V .

4.917 69.5927 118.40 . .Q . . V .

5.000 70.3741 113.46 . .Q . . V .

5.083 71.1224 108.65 . Q . . V .

5.167 71.8384 103.96 . Q . . V .

5.250 72.5228 99.37 . Q. . . V .

5.333 73.1766 94.94 . Q. . . V .

5.417 73.8011 90.67 . Q. . . V .

5.500 74.3974 86.58 . Q . . . V .

5.583 74.9667 82.67 . Q . . . V .

5.667 75.5103 78.92 . Q . . . V .

5.750 76.0292 75.35 . Q . . . V .

5.833 76.5246 71.93 . Q . . . V .

5.917 76.9976 68.67 . Q . . . V .

6.000 77.4491 65.56 . Q . . . V .

6.083 77.8802 62.59 . Q . . . V .

6.167 78.2917 59.76 . Q . . . V .

6.250 78.6847 57.05 . Q . . . V .

6.333 79.0598 54.47 . Q . . . V .

6.417 79.4179 52.00 . Q . . . V .

6.500 79.7598 49.64 . Q . . . V .

6.583 80.0862 47.39 . Q . . . V .

6.667 80.3978 45.25 . Q . . . V .

6.750 80.6953 43.20 . Q . . . V .

6.833 80.9793 41.24 . Q . . . V .

6.917 81.2505 39.37 . Q . . . V .

7.000 81.5094 37.59 . Q . . . V .

7.083 81.7565 35.89 . Q . . . V .

7.167 81.9925 34.26 . Q . . . V .

7.250 82.2177 32.71 . Q . . . V .

Date: 4/17/2018 File Name: CCRRT3 Page: 20

7.333 82.4328 31.23 . Q . . . V .

7.417 82.6381 29.81 . Q . . . V .

7.500 82.8341 28.46 . Q . . . V .

7.583 83.0212 27.17 . Q . . . V .

7.667 83.1999 25.94 . Q . . . V .

7.750 83.3705 24.77 . Q . . . V .

7.833 83.5333 23.64 . Q . . . V .

7.917 83.6888 22.57 . Q . . . V .

8.000 83.8372 21.55 . Q . . . V .

8.083 83.9789 20.57 . Q . . . V .

8.167 84.1141 19.64 .Q . . . V .

8.250 84.2433 18.75 .Q . . . V .

8.333 84.3666 17.90 .Q . . . V .

8.417 84.4843 17.09 .Q . . . V .

8.500 84.5967 16.32 .Q . . . V .

8.583 84.7039 15.58 .Q . . . V .

8.667 84.8064 14.87 .Q . . . V.

8.750 84.9042 14.20 .Q . . . V.

8.833 84.9975 13.56 .Q . . . V.

8.917 85.0866 12.94 .Q . . . V.

9.000 85.1717 12.35 .Q . . . V.

9.083 85.2530 11.80 .Q . . . V.

9.167 85.3305 11.26 .Q . . . V.

9.250 85.4046 10.75 .Q . . . V.

9.333 85.4752 10.26 .Q . . . V.

9.417 85.5427 9.80 Q . . . V.

9.500 85.6072 9.35 Q . . . V.

9.583 85.6687 8.93 Q . . . V.

9.667 85.7274 8.53 Q . . . V.

9.750 85.7834 8.14 Q . . . V.

9.833 85.8370 7.77 Q . . . V.

9.917 85.8881 7.42 Q . . . V.

10.000 85.9368 7.08 Q . . . V.

10.083 85.9834 6.76 Q . . . V.

10.167 86.0279 6.46 Q . . . V.

10.250 86.0703 6.16 Q . . . V.

10.333 86.1109 5.88 Q . . . V.

10.417 86.1495 5.62 Q . . . V.

10.500 86.1865 5.36 Q . . . V.

10.583 86.2217 5.12 Q . . . V.

10.667 86.2554 4.89 Q . . . V.

10.750 86.2876 4.67 Q . . . V.

10.833 86.3182 4.46 Q . . . V.

10.917 86.3475 4.25 Q . . . V.

11.000 86.3755 4.06 Q . . . V.

11.083 86.4022 3.88 Q . . . V.

11.167 86.4277 3.70 Q . . . V.

11.250 86.4520 3.53 Q . . . V.

11.333 86.4753 3.37 Q . . . V.

11.417 86.4974 3.22 Q . . . V.

11.500 86.5186 3.07 Q . . . V.

11.583 86.5388 2.94 Q . . . V.

11.667 86.5581 2.80 Q . . . V.

11.750 86.5766 2.68 Q . . . V.

11.833 86.5942 2.55 Q . . . V.

11.917 86.6110 2.44 Q . . . V.

12.000 86.6270 2.33 Q . . . V.

12.083 86.6423 2.22 Q . . . V.

12.167 86.6569 2.12 Q . . . V.

12.250 86.6709 2.03 Q . . . V.

12.333 86.6842 1.93 Q . . . V.

12.417 86.6969 1.85 Q . . . V.

12.500 86.7090 1.76 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 21

12.583 86.7206 1.68 Q . . . V.

12.667 86.7317 1.61 Q . . . V.

12.750 86.7423 1.53 Q . . . V.

12.833 86.7523 1.46 Q . . . V.

12.917 86.7620 1.40 Q . . . V.

13.000 86.7712 1.33 Q . . . V.

13.083 86.7799 1.27 Q . . . V.

13.167 86.7883 1.22 Q . . . V.

13.250 86.7963 1.16 Q . . . V.

13.333 86.8040 1.11 Q . . . V.

13.417 86.8112 1.06 Q . . . V.

13.500 86.8182 1.01 Q . . . V.

13.583 86.8249 0.96 Q . . . V.

13.667 86.8312 0.92 Q . . . V.

13.750 86.8373 0.88 Q . . . V.

13.833 86.8430 0.84 Q . . . V.

13.917 86.8486 0.80 Q . . . V.

14.000 86.8538 0.77 Q . . . V.

14.083 86.8589 0.73 Q . . . V.

14.167 86.8637 0.70 Q . . . V.

14.250 86.8683 0.67 Q . . . V.

14.333 86.8726 0.64 Q . . . V.

14.417 86.8768 0.61 Q . . . V.

14.500 86.8808 0.58 Q . . . V.

14.583 86.8846 0.55 Q . . . V.

14.667 86.8883 0.53 Q . . . V.

14.750 86.8917 0.50 Q . . . V.

14.833 86.8950 0.48 Q . . . V.

14.917 86.8982 0.46 Q . . . V.

15.000 86.9012 0.44 Q . . . V.

15.083 86.9041 0.42 Q . . . V.

15.167 86.9069 0.40 Q . . . V.

15.250 86.9095 0.38 Q . . . V.

15.333 86.9120 0.36 Q . . . V.

15.417 86.9144 0.35 Q . . . V.

15.500 86.9167 0.33 Q . . . V.

15.583 86.9189 0.32 Q . . . V.

15.667 86.9210 0.30 Q . . . V.

15.750 86.9230 0.29 Q . . . V.

15.833 86.9249 0.28 Q . . . V.

15.917 86.9267 0.26 Q . . . V.

16.000 86.9284 0.25 Q . . . V.

16.083 86.9301 0.24 Q . . . V.

16.167 86.9316 0.23 Q . . . V.

16.250 86.9331 0.22 Q . . . V.

16.333 86.9346 0.21 Q . . . V.

16.417 86.9360 0.20 Q . . . V.

16.500 86.9373 0.19 Q . . . V.

16.583 86.9385 0.18 Q . . . V.

16.667 86.9397 0.17 Q . . . V.

16.750 86.9409 0.17 Q . . . V.

16.833 86.9420 0.16 Q . . . V.

16.917 86.9430 0.15 Q . . . V.

17.000 86.9440 0.14 Q . . . V.

17.083 86.9449 0.14 Q . . . V.

17.167 86.9458 0.13 Q . . . V.

17.250 86.9467 0.13 Q . . . V.

17.333 86.9475 0.12 Q . . . V.

17.417 86.9483 0.11 Q . . . V.

17.500 86.9491 0.11 Q . . . V.

17.583 86.9498 0.10 Q . . . V.

17.667 86.9505 0.10 Q . . . V.

17.750 86.9511 0.10 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 22

17.833 86.9518 0.09 Q . . . V.

17.917 86.9523 0.09 Q . . . V.

18.000 86.9529 0.08 Q . . . V.

18.083 86.9535 0.08 Q . . . V.

18.167 86.9540 0.08 Q . . . V.

18.250 86.9545 0.07 Q . . . V.

18.333 86.9549 0.07 Q . . . V.

18.417 86.9554 0.07 Q . . . V.

18.500 86.9558 0.06 Q . . . V.

18.583 86.9562 0.06 Q . . . V.

18.667 86.9566 0.06 Q . . . V.

18.750 86.9570 0.05 Q . . . V.

18.833 86.9574 0.05 Q . . . V.

18.917 86.9577 0.05 Q . . . V.

19.000 86.9580 0.05 Q . . . V.

19.083 86.9584 0.05 Q . . . V.

19.167 86.9587 0.04 Q . . . V.

19.250 86.9589 0.04 Q . . . V.

19.333 86.9592 0.04 Q . . . V.

19.417 86.9595 0.04 Q . . . V.

19.500 86.9597 0.04 Q . . . V.

19.583 86.9600 0.03 Q . . . V.

19.667 86.9602 0.03 Q . . . V.

19.750 86.9604 0.03 Q . . . V.

19.833 86.9606 0.03 Q . . . V.

19.917 86.9608 0.03 Q . . . V.

ASSUMED REGULAR CHANNEL INFORMATION:

BASEWIDTH(FT) = 4.00 CHANNEL Z = 1.50
Date: 4/17/2018 File Name: CCRRT3 Page: 23
UPSTREAM ELEVATION(FT) = 2464.00
DOWNSTREAM ELEVATION(FT) = 2447.00
CHANNEL LENGTH(FT) = 685.00 MANNING'S FACTOR = 0.015
CONSTANT LOSS RATE(CFS) = 0.00
CHANNEL ROUTING COEFFICIENT ESTIMATED:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 0.07 0.06 0.06

0.167 0.44 0.40 0.40

0.250 1.47 1.36 1.36

0.333 3.38 3.17 3.17

0.417 6.06 5.76 5.76

0.500 9.32 8.96 8.96

0.583 13.16 12.74 12.74

0.667 17.56 17.08 17.08

0.750 22.39 21.85 21.85

0.833 27.47 26.91 26.91

0.917 32.67 32.09 32.09

1.000 37.83 37.26 37.26

1.083 42.88 42.33 42.33

1.167 48.08 47.51 47.51

1.250 53.78 53.15 53.15

1.333 60.07 59.37 59.37

1.417 66.75 66.01 66.01

1.500 73.67 72.91 72.91

1.583 80.92 80.12 80.12

1.667 88.64 87.79 87.79

1.750 96.81 95.91 95.91

1.833 105.38 104.43 104.43

1.917 114.50 113.49 113.49

2.000 124.18 123.11 123.11

2.083 138.54 136.95 136.95

2.167 161.14 158.64 158.64

2.250 182.44 180.09 180.09

2.333 199.56 197.67 197.67

2.417 219.05 216.90 216.90

2.500 241.59 239.10 239.10

2.583 268.25 265.30 265.30

2.667 298.41 295.07 295.07

2.750 325.44 322.45 322.45

2.833 346.81 344.44 344.44

2.917 363.11 361.30 361.30

3.000 372.16 371.16 371.16

3.083 374.97 374.66 374.66

3.167 373.39 373.56 373.56

3.250 368.46 369.00 369.00

3.333 360.99 361.81 361.81

3.417 351.90 352.90 352.90

3.500 341.89 343.00 343.00
Date: 4/17/2018 File Name: CCRRT3 Page: 24

3.583 331.36 332.53 332.53

3.667 320.56 321.76 321.76

3.750 308.72 310.03 310.03

3.833 293.42 295.11 295.11

3.917 275.98 277.91 277.91

4.000 259.20 261.06 261.06

4.083 243.11 244.89 244.89

4.167 227.74 229.44 229.44

4.250 213.09 214.71 214.71

4.333 199.13 200.67 200.67

4.417 185.82 187.29 187.29

4.500 170.54 172.23 172.23

4.583 152.52 154.52 154.52

4.667 137.39 139.07 139.07

4.750 128.80 129.75 129.75

4.833 123.51 124.10 124.10

4.917 118.40 118.97 118.97

5.000 113.46 114.01 114.01

5.083 108.65 109.19 109.19

5.167 103.96 104.48 104.48

5.250 99.37 99.88 99.88

5.333 94.94 95.43 95.43

5.417 90.67 91.14 91.14

5.500 86.58 87.04 87.04

5.583 82.67 83.10 83.10

5.667 78.92 79.34 79.34

5.750 75.35 75.74 75.74

5.833 71.93 72.31 72.31

5.917 68.67 69.04 69.04

6.000 65.56 65.91 65.91

6.083 62.59 62.92 62.92

6.167 59.76 60.07 60.07

6.250 57.05 57.35 57.35

6.333 54.47 54.75 54.75

6.417 52.00 52.27 52.27

6.500 49.64 49.90 49.90

6.583 47.39 47.64 47.64

6.667 45.25 45.48 45.48

6.750 43.20 43.42 43.42

6.833 41.24 41.46 41.46

6.917 39.37 39.58 39.58

7.000 37.59 37.79 37.79

7.083 35.89 36.07 36.07

7.167 34.26 34.44 34.44

7.250 32.71 32.88 32.88

7.333 31.23 31.39 31.39

7.417 29.81 29.97 29.97

7.500 28.46 28.61 28.61

7.583 27.17 27.31 27.31

7.667 25.94 26.08 26.08

7.750 24.77 24.90 24.90

7.833 23.64 23.77 23.77

7.917 22.57 22.69 22.69

8.000 21.55 21.66 21.66

8.083 20.57 20.68 20.68

8.167 19.64 19.74 19.74

8.250 18.75 18.85 18.85

8.333 17.90 18.00 18.00

8.417 17.09 17.18 17.18

8.500 16.32 16.40 16.40

8.583 15.58 15.66 15.66

8.667 14.87 14.95 14.95

8.750 14.20 14.27 14.27
Date: 4/17/2018 File Name: CCRRT3 Page: 25

8.833 13.56 13.63 13.63

8.917 12.94 13.01 13.01

9.000 12.35 12.42 12.42

9.083 11.80 11.86 11.86

9.167 11.26 11.32 11.32

9.250 10.75 10.81 10.81

9.333 10.26 10.32 10.32

9.417 9.80 9.85 9.85

9.500 9.35 9.40 9.40

9.583 8.93 8.98 8.98

9.667 8.53 8.57 8.57

9.750 8.14 8.18 8.18

9.833 7.77 7.81 7.81

9.917 7.42 7.46 7.46

10.000 7.08 7.12 7.12

10.083 6.76 6.80 6.80

10.167 6.46 6.49 6.49

10.250 6.16 6.20 6.20

10.333 5.88 5.92 5.92

10.417 5.62 5.65 5.65

10.500 5.36 5.39 5.39

10.583 5.12 5.15 5.15

10.667 4.89 4.91 4.91

10.750 4.67 4.69 4.69

10.833 4.46 4.48 4.48

10.917 4.25 4.28 4.28

11.000 4.06 4.08 4.08

11.083 3.88 3.90 3.90

11.167 3.70 3.72 3.72

11.250 3.53 3.55 3.55

11.333 3.37 3.39 3.39

11.417 3.22 3.24 3.24

11.500 3.07 3.09 3.09

11.583 2.94 2.95 2.95

11.667 2.80 2.82 2.82

11.750 2.68 2.69 2.69

11.833 2.55 2.57 2.57

11.917 2.44 2.45 2.45

12.000 2.33 2.34 2.34

12.083 2.22 2.23 2.23

12.167 2.12 2.13 2.13

12.250 2.03 2.04 2.04

12.333 1.93 1.94 1.94

12.417 1.85 1.86 1.86

12.500 1.76 1.77 1.77

12.583 1.68 1.69 1.69

12.667 1.61 1.62 1.62

12.750 1.53 1.54 1.54

12.833 1.46 1.47 1.47

12.917 1.40 1.41 1.41

13.000 1.33 1.34 1.34

13.083 1.27 1.28 1.28

13.167 1.22 1.22 1.22

13.250 1.16 1.17 1.17

13.333 1.11 1.11 1.11

13.417 1.06 1.06 1.06

13.500 1.01 1.02 1.02

13.583 0.96 0.97 0.97

13.667 0.92 0.93 0.93

13.750 0.88 0.88 0.88

13.833 0.84 0.84 0.84

13.917 0.80 0.81 0.81

14.000 0.77 0.77 0.77
Date: 4/17/2018 File Name: CCRRT3 Page: 26

14.083 0.73 0.73 0.73

14.167 0.70 0.70 0.70

14.250 0.67 0.67 0.67

14.333 0.64 0.64 0.64

14.417 0.61 0.61 0.61

14.500 0.58 0.58 0.58

14.583 0.55 0.56 0.56

14.667 0.53 0.53 0.53

14.750 0.50 0.51 0.51

14.833 0.48 0.48 0.48

14.917 0.46 0.46 0.46

15.000 0.44 0.44 0.44

15.083 0.42 0.42 0.42

15.167 0.40 0.40 0.40

15.250 0.38 0.38 0.38

15.333 0.36 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.33 0.33 0.33

15.583 0.32 0.32 0.32

15.667 0.30 0.30 0.30

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.26 0.26 0.26

16.000 0.25 0.25 0.25

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.18 0.18 0.18

16.667 0.17 0.17 0.17

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.14 0.14 0.14

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.11 0.11 0.11

17.500 0.11 0.11 0.11

17.583 0.10 0.10 0.10

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07

18.333 0.07 0.07 0.07

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.05 0.05 0.05

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04
Date: 4/17/2018 File Name: CCRRT3 Page: 27

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.02 0.02 0.02

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.01 0.01 0.01

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

VALLEY S-GRAPH SELECTED
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.085
LOW SOIL-LOSS RATE PERCENT(DECIMAL) = 0.500
USER-ENTERED RAINFALL = 2.25 INCHES
RCFC&WCD 3-Hour Storm (5-Minute period) SELECTED
RCFC&WCD DEPTH-AREA ADJUSTMENT FACTOR(PLATE E-5.8) = 0.9999 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
Date: 4/17/2018 File Name: CCRRT3 Page: 28
UNIT INTERVAL PERCENTAGE OF LAG-TIME = 83.333
============================================================================

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 13.994 34.863
2 59.664 113.779
3 78.792 47.654
4 86.766 19.865
5 91.428 11.615
6 94.514 7.689
7 96.650 5.320
8 98.044 3.474
9 98.699 1.630
10 99.289 1.471
11 99.716 1.063
12 99.929 0.531
13 100.000 0.177
Date: 4/17/2018 File Name: CCRRT3 Page: 29
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0071 0.0222
2 0.0292 0.0071 0.0222
3 0.0247 0.0071 0.0177
4 0.0337 0.0071 0.0267
5 0.0337 0.0071 0.0267
6 0.0405 0.0071 0.0334
7 0.0337 0.0071 0.0267
8 0.0405 0.0071 0.0334
9 0.0405 0.0071 0.0334
10 0.0337 0.0071 0.0267
11 0.0360 0.0071 0.0289
12 0.0405 0.0071 0.0334
13 0.0495 0.0071 0.0424
14 0.0495 0.0071 0.0424
15 0.0495 0.0071 0.0424
16 0.0450 0.0071 0.0379
17 0.0585 0.0071 0.0514
18 0.0607 0.0071 0.0537
19 0.0540 0.0071 0.0469
20 0.0607 0.0071 0.0537
21 0.0742 0.0071 0.0672
22 0.0697 0.0071 0.0627
23 0.0652 0.0071 0.0582
24 0.0675 0.0071 0.0604
25 0.0697 0.0071 0.0627
26 0.0945 0.0071 0.0874
27 0.1125 0.0071 0.1054
28 0.0787 0.0071 0.0717
29 0.1530 0.0071 0.1459
30 0.1642 0.0071 0.1572
31 0.1845 0.0071 0.1774
32 0.1327 0.0071 0.1257
33 0.0450 0.0071 0.0379
34 0.0405 0.0071 0.0334
35 0.0405 0.0071 0.0334
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.25
TOTAL EFFECTIVE RAINFALL(INCHES) = 2.00
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.4362
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 3.4242
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 30
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 10.0 20.0 30.0 40.0
----------------------------------------------------------------------------

0.083 0.0053 0.77 Q . . . .

0.167 0.0280 3.30 V Q . . . .

0.250 0.0569 4.20 V Q . . . .

0.333 0.0875 4.44 .V Q . . . .

0.417 0.1254 5.51 .V Q . . . .

0.500 0.1685 6.25 .V Q . . . .

0.583 0.2169 7.03 . V Q . . . .

0.667 0.2649 6.97 . V Q . . . .

0.750 0.3174 7.63 . V Q . . . .

0.833 0.3706 7.72 . V Q . . . .

0.917 0.4201 7.19 . V Q . . . .

1.000 0.4708 7.36 . V Q . . . .

1.083 0.5274 8.21 . V Q . . . .

1.167 0.5924 9.45 . V Q. . . .

1.250 0.6611 9.97 . V Q. . . .

1.333 0.7301 10.03 . V Q . . .

1.417 0.7999 10.12 . VQ . . .

1.500 0.8799 11.62 . VQ . . .

1.583 0.9643 12.25 . .VQ . . .

1.667 1.0475 12.08 . . Q . . .

1.750 1.1383 13.18 . . Q . . .

1.833 1.2407 14.87 . . Q . . .

1.917 1.3439 14.99 . . QV . . .

2.000 1.4451 14.69 . . Q V . . .

2.083 1.5479 14.92 . . Q V . . .

2.167 1.6591 16.14 . . Q V. . .

2.250 1.7951 19.75 . . QV . .

2.333 1.9457 21.87 . . .QV . .

2.417 2.0972 22.00 . . .Q V . .

2.500 2.3032 29.91 . . . V Q. .

2.583 2.5455 35.18 . . . V. Q .

2.667 2.8043 37.58 . . . . V Q .

2.750 3.0151 30.61 . . . Q V .

2.833 3.1461 19.03 . . Q. . V .

2.917 3.2424 13.98 . . Q . . V .

3.000 3.3179 10.96 . Q . . V .

3.083 3.3622 6.43 . Q . . . V.

3.167 3.3868 3.57 . Q . . . V.

3.250 3.4016 2.15 . Q . . . V.

3.333 3.4110 1.37 .Q . . . V.

3.417 3.4171 0.89 Q . . . V.

3.500 3.4207 0.52 Q . . . V.

3.583 3.4225 0.27 Q . . . V.

3.667 3.4235 0.14 Q . . . V.

3.750 3.4240 0.07 Q . . . V.

3.833 3.4242 0.03 Q . . . V.

3.917 3.4242 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Date: 4/17/2018 File Name: CCRRT3 Page: 31
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 235.0
10% 175.0
20% 130.0
30% 90.0
40% 45.0
50% 40.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0
----------------------------------------------------------------------------

0.083 0.0057 0.83 Q . . . .

0.167 0.0312 3.70 Q . . . .

0.250 0.0695 5.55 Q . . . .

0.333 0.1218 7.61 Q . . . .

0.417 0.1994 11.27 VQ . . . .

0.500 0.3042 15.21 VQ . . . .

0.583 0.4403 19.77 VQ . . . .

0.667 0.6059 24.04 V Q . . . .

0.750 0.8089 29.48 V Q . . . .

0.833 1.0474 34.63 V Q . . . .

0.917 1.3179 39.28 V Q . . . .

1.000 1.6252 44.62 V Q . . . .

1.083 1.9733 50.54 V Q . . . .

1.167 2.3655 56.95 .V Q . . . .

1.250 2.8002 63.11 .V Q . . . .

1.333 3.2782 69.40 .V Q . . . .

1.417 3.8025 76.14 .V Q . . . .

1.500 4.3847 84.53 .V Q . . . .

1.583 5.0208 92.37 . V Q. . . .

1.667 5.7086 99.87 . V Q. . . .

1.750 6.4599 109.09 . V Q . . .

1.833 7.2816 119.30 . V .Q . . .

1.917 8.1664 128.48 . V . Q . . .

2.000 9.1155 137.81 . V . Q . . .

2.083 10.1614 151.87 . V . Q . . .

2.167 11.3652 174.78 . V . Q . . .

2.250 12.7415 199.84 . V . Q. . .

2.333 14.2534 219.54 . V . .Q . .

2.417 15.8987 238.90 . V . . Q . .

2.500 17.7514 269.00 . V . . Q . .

2.583 19.8208 300.49 . V . . Q .

2.667 22.1118 332.65 . V. . . Q .

2.750 24.5434 353.06 . V . . Q .

2.833 27.0466 363.47 . .V . . Q .

2.917 29.6312 375.28 . . V . . Q .

3.000 32.2629 382.12 . . V . . Q .

Date: 4/17/2018 File Name: CCRRT3 Page: 32

3.083 34.8875 381.09 . . V . . Q .

3.167 37.4848 377.13 . . V . . Q .

3.250 40.0410 371.15 . . V . . Q .

3.333 42.5422 363.18 . . V . . Q .

3.417 44.9788 353.79 . . V. . Q .

3.500 47.3446 343.51 . . V . Q .

3.583 49.6366 332.79 . . .V . Q .

3.667 51.8535 321.90 . . . V . Q .

3.750 53.9892 310.10 . . . V .Q .

3.833 56.0218 295.14 . . . V Q. .

3.917 57.9359 277.91 . . . V Q . .

4.000 59.7338 261.06 . . . Q . .

4.083 61.4204 244.89 . . . Q V . .

4.167 63.0005 229.44 . . . Q V . .

4.250 64.4792 214.71 . . .Q V . .

4.333 65.8612 200.67 . . Q V. .

4.417 67.1511 187.29 . . Q . V. .

4.500 68.3372 172.23 . . Q . V .

4.583 69.4014 154.52 . . Q . V .

4.667 70.3592 139.07 . . Q . .V .

4.750 71.2528 129.75 . . Q . .V .

4.833 72.1074 124.10 . . Q . .V .

4.917 72.9268 118.97 . .Q . . V .

5.000 73.7119 114.01 . .Q . . V .

5.083 74.4639 109.19 . Q . . V .

5.167 75.1835 104.48 . Q . . V .

5.250 75.8713 99.88 . Q. . . V .

5.333 76.5286 95.43 . Q. . . V .

5.417 77.1563 91.14 . Q. . . V .

5.500 77.7557 87.04 . Q . . . V .

5.583 78.3280 83.10 . Q . . . V .

5.667 78.8744 79.34 . Q . . . V .

5.750 79.3960 75.74 . Q . . . V .

5.833 79.8941 72.31 . Q . . . V .

5.917 80.3695 69.04 . Q . . . V .

6.000 80.8234 65.91 . Q . . . V .

6.083 81.2568 62.92 . Q . . . V .

6.167 81.6705 60.07 . Q . . . V .

6.250 82.0654 57.35 . Q . . . V .

6.333 82.4425 54.75 . Q . . . V .

6.417 82.8025 52.27 . Q . . . V .

6.500 83.1462 49.90 . Q . . . V .

6.583 83.4743 47.64 . Q . . . V .

6.667 83.7876 45.48 . Q . . . V .

6.750 84.0867 43.42 . Q . . . V .

6.833 84.3722 41.46 . Q . . . V .

6.917 84.6448 39.58 . Q . . . V .

7.000 84.9050 37.79 . Q . . . V .

7.083 85.1534 36.07 . Q . . . V .

7.167 85.3906 34.44 . Q . . . V .

7.250 85.6171 32.88 . Q . . . V .

7.333 85.8332 31.39 . Q . . . V .

7.417 86.0396 29.97 . Q . . . V .

7.500 86.2367 28.61 . Q . . . V .

7.583 86.4248 27.31 . Q . . . V .

7.667 86.6044 26.08 . Q . . . V .

7.750 86.7758 24.90 . Q . . . V .

7.833 86.9395 23.77 . Q . . . V .

7.917 87.0958 22.69 . Q . . . V .

8.000 87.2450 21.66 . Q . . . V .

8.083 87.3874 20.68 . Q . . . V .

8.167 87.5234 19.74 .Q . . . V .

8.250 87.6532 18.85 .Q . . . V .

Date: 4/17/2018 File Name: CCRRT3 Page: 33

8.333 87.7772 18.00 .Q . . . V .

8.417 87.8955 17.18 .Q . . . V .

8.500 88.0085 16.40 .Q . . . V .

8.583 88.1163 15.66 .Q . . . V .

8.667 88.2193 14.95 .Q . . . V.

8.750 88.3176 14.27 .Q . . . V.

8.833 88.4114 13.63 .Q . . . V.

8.917 88.5010 13.01 .Q . . . V.

9.000 88.5866 12.42 .Q . . . V.

9.083 88.6682 11.86 .Q . . . V.

9.167 88.7462 11.32 .Q . . . V.

9.250 88.8206 10.81 .Q . . . V.

9.333 88.8917 10.32 .Q . . . V.

9.417 88.9595 9.85 Q . . . V.

9.500 89.0243 9.40 Q . . . V.

9.583 89.0861 8.98 Q . . . V.

9.667 89.1451 8.57 Q . . . V.

9.750 89.2015 8.18 Q . . . V.

9.833 89.2553 7.81 Q . . . V.

9.917 89.3067 7.46 Q . . . V.

10.000 89.3557 7.12 Q . . . V.

10.083 89.4025 6.80 Q . . . V.

10.167 89.4472 6.49 Q . . . V.

10.250 89.4899 6.20 Q . . . V.

10.333 89.5306 5.92 Q . . . V.

10.417 89.5695 5.65 Q . . . V.

10.500 89.6067 5.39 Q . . . V.

10.583 89.6421 5.15 Q . . . V.

10.667 89.6759 4.91 Q . . . V.

10.750 89.7083 4.69 Q . . . V.

10.833 89.7391 4.48 Q . . . V.

10.917 89.7686 4.28 Q . . . V.

11.000 89.7967 4.08 Q . . . V.

11.083 89.8235 3.90 Q . . . V.

11.167 89.8491 3.72 Q . . . V.

11.250 89.8736 3.55 Q . . . V.

11.333 89.8970 3.39 Q . . . V.

11.417 89.9193 3.24 Q . . . V.

11.500 89.9405 3.09 Q . . . V.

11.583 89.9609 2.95 Q . . . V.

11.667 89.9803 2.82 Q . . . V.

11.750 89.9988 2.69 Q . . . V.

11.833 90.0165 2.57 Q . . . V.

11.917 90.0334 2.45 Q . . . V.

12.000 90.0495 2.34 Q . . . V.

12.083 90.0649 2.23 Q . . . V.

12.167 90.0796 2.13 Q . . . V.

12.250 90.0936 2.04 Q . . . V.

12.333 90.1070 1.94 Q . . . V.

12.417 90.1198 1.86 Q . . . V.

12.500 90.1320 1.77 Q . . . V.

12.583 90.1436 1.69 Q . . . V.

12.667 90.1547 1.62 Q . . . V.

12.750 90.1654 1.54 Q . . . V.

12.833 90.1755 1.47 Q . . . V.

12.917 90.1852 1.41 Q . . . V.

13.000 90.1944 1.34 Q . . . V.

13.083 90.2032 1.28 Q . . . V.

13.167 90.2117 1.22 Q . . . V.

13.250 90.2197 1.17 Q . . . V.

13.333 90.2274 1.11 Q . . . V.

13.417 90.2347 1.06 Q . . . V.

13.500 90.2417 1.02 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 34

13.583 90.2484 0.97 Q . . . V.

13.667 90.2548 0.93 Q . . . V.

13.750 90.2609 0.88 Q . . . V.

13.833 90.2667 0.84 Q . . . V.

13.917 90.2722 0.81 Q . . . V.

14.000 90.2775 0.77 Q . . . V.

14.083 90.2826 0.73 Q . . . V.

14.167 90.2874 0.70 Q . . . V.

14.250 90.2920 0.67 Q . . . V.

14.333 90.2964 0.64 Q . . . V.

14.417 90.3006 0.61 Q . . . V.

14.500 90.3046 0.58 Q . . . V.

14.583 90.3085 0.56 Q . . . V.

14.667 90.3121 0.53 Q . . . V.

14.750 90.3156 0.51 Q . . . V.

14.833 90.3189 0.48 Q . . . V.

14.917 90.3221 0.46 Q . . . V.

15.000 90.3252 0.44 Q . . . V.

15.083 90.3281 0.42 Q . . . V.

15.167 90.3308 0.40 Q . . . V.

15.250 90.3335 0.38 Q . . . V.

15.333 90.3360 0.37 Q . . . V.

15.417 90.3384 0.35 Q . . . V.

15.500 90.3407 0.33 Q . . . V.

15.583 90.3429 0.32 Q . . . V.

15.667 90.3450 0.30 Q . . . V.

15.750 90.3470 0.29 Q . . . V.

15.833 90.3489 0.28 Q . . . V.

15.917 90.3507 0.26 Q . . . V.

16.000 90.3525 0.25 Q . . . V.

16.083 90.3541 0.24 Q . . . V.

16.167 90.3557 0.23 Q . . . V.

16.250 90.3572 0.22 Q . . . V.

16.333 90.3587 0.21 Q . . . V.

16.417 90.3601 0.20 Q . . . V.

16.500 90.3614 0.19 Q . . . V.

16.583 90.3626 0.18 Q . . . V.

16.667 90.3639 0.17 Q . . . V.

16.750 90.3650 0.17 Q . . . V.

16.833 90.3661 0.16 Q . . . V.

16.917 90.3671 0.15 Q . . . V.

17.000 90.3681 0.14 Q . . . V.

17.083 90.3691 0.14 Q . . . V.

17.167 90.3700 0.13 Q . . . V.

17.250 90.3709 0.13 Q . . . V.

17.333 90.3717 0.12 Q . . . V.

17.417 90.3725 0.11 Q . . . V.

17.500 90.3733 0.11 Q . . . V.

17.583 90.3740 0.10 Q . . . V.

17.667 90.3747 0.10 Q . . . V.

17.750 90.3753 0.10 Q . . . V.

17.833 90.3759 0.09 Q . . . V.

17.917 90.3765 0.09 Q . . . V.

18.000 90.3771 0.08 Q . . . V.

18.083 90.3777 0.08 Q . . . V.

18.167 90.3782 0.08 Q . . . V.

18.250 90.3787 0.07 Q . . . V.

18.333 90.3792 0.07 Q . . . V.

18.417 90.3796 0.07 Q . . . V.

18.500 90.3801 0.06 Q . . . V.

18.583 90.3805 0.06 Q . . . V.

18.667 90.3809 0.06 Q . . . V.

18.750 90.3812 0.05 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 35

18.833 90.3816 0.05 Q . . . V.

18.917 90.3819 0.05 Q . . . V.

19.000 90.3823 0.05 Q . . . V.

19.083 90.3826 0.05 Q . . . V.

19.167 90.3829 0.04 Q . . . V.

19.250 90.3832 0.04 Q . . . V.

19.333 90.3834 0.04 Q . . . V.

19.417 90.3837 0.04 Q . . . V.

19.500 90.3839 0.04 Q . . . V.

19.583 90.3842 0.03 Q . . . V.

19.667 90.3844 0.03 Q . . . V.

19.750 90.3846 0.03 Q . . . V.

19.833 90.3848 0.03 Q . . . V.

19.917 90.3850 0.03 Q . . . V.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

VALLEY S-GRAPH SELECTED
UNIFORM MEAN SOIL-LOSS(INCH/HOUR) = 0.165
LOW SOIL-LOSS RATE PERCENT(DECIMAL) = 0.500
USER-ENTERED RAINFALL = 2.25 INCHES
RCFC&WCD 3-Hour Storm (5-Minute period) SELECTED
RCFC&WCD DEPTH-AREA ADJUSTMENT FACTOR(PLATE E-5.8) = 0.9999 UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES
UNIT INTERVAL PERCENTAGE OF LAG-TIME = 83.333
Date: 4/17/2018 File Name: CCRRT3 Page: 36
============================================================================

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 13.994 30.124
2 59.664 98.314
3 78.792 41.177
4 86.766 17.165
5 91.428 10.036
6 94.514 6.644
7 96.650 4.597
8 98.044 3.002
9 98.699 1.408
10 99.289 1.271
11 99.716 0.918
12 99.929 0.459
13 100.000 0.153
Date: 4/17/2018 File Name: CCRRT3 Page: 37
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0138 0.0155
2 0.0292 0.0138 0.0155
3 0.0247 0.0124 0.0124
4 0.0337 0.0138 0.0200
5 0.0337 0.0138 0.0200
6 0.0405 0.0138 0.0267
7 0.0337 0.0138 0.0200
8 0.0405 0.0138 0.0267
9 0.0405 0.0138 0.0267
10 0.0337 0.0138 0.0200
11 0.0360 0.0138 0.0222
12 0.0405 0.0138 0.0267
13 0.0495 0.0138 0.0357
14 0.0495 0.0138 0.0357
15 0.0495 0.0138 0.0357
16 0.0450 0.0138 0.0312
17 0.0585 0.0138 0.0447
18 0.0607 0.0138 0.0470
19 0.0540 0.0138 0.0402
20 0.0607 0.0138 0.0470
21 0.0742 0.0138 0.0605
22 0.0697 0.0138 0.0560
23 0.0652 0.0138 0.0515
24 0.0675 0.0138 0.0537
25 0.0697 0.0138 0.0560
26 0.0945 0.0138 0.0807
27 0.1125 0.0138 0.0987
28 0.0787 0.0138 0.0650
29 0.1530 0.0138 0.1392
30 0.1642 0.0138 0.1505
31 0.1845 0.0138 0.1707
32 0.1327 0.0138 0.1190
33 0.0450 0.0138 0.0312
34 0.0405 0.0138 0.0267
35 0.0405 0.0138 0.0267
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.49
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.76
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.7218
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 2.6141
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 38
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 10.0 20.0 30.0 40.0
----------------------------------------------------------------------------

0.083 0.0032 0.47 Q . . . .

0.167 0.0169 1.99 VQ . . . .

0.250 0.0344 2.53 V Q . . . .

0.333 0.0531 2.72 V Q . . . .

0.417 0.0772 3.50 .V Q . . . .

0.500 0.1052 4.07 .V Q . . . .

0.583 0.1376 4.70 . V Q . . . .

0.667 0.1694 4.62 . V Q . . . .

0.750 0.2050 5.18 . V Q . . . .

0.833 0.2412 5.25 . V Q . . . .

0.917 0.2741 4.78 . Q . . . .

1.000 0.3080 4.93 . Q . . . .

1.083 0.3470 5.66 . Q . . . .

1.167 0.3933 6.73 . Q . . . .

1.250 0.4427 7.17 . VQ . . . .

1.333 0.4925 7.23 . Q . . . .

1.417 0.5428 7.31 . QV . . . .

1.500 0.6021 8.60 . QV. . . .

1.583 0.6651 9.15 . QV . . .

1.667 0.7271 9.00 . Q .V . . .

1.750 0.7956 9.95 . Q. V . . .

1.833 0.8742 11.41 . .Q V . . .

1.917 0.9535 11.51 . .Q V . . .

2.000 1.0310 11.26 . .Q V . . .

2.083 1.1099 11.46 . .Q V . . .

2.167 1.1961 12.51 . . Q V . . .

2.250 1.3037 15.63 . . Q V. . .

2.333 1.4239 17.46 . . Q .V . .

2.417 1.5449 17.57 . . Q . V . .

2.500 1.7130 24.40 . . . Q V . .

2.583 1.9125 28.96 . . . QV. .

2.667 2.1262 31.03 . . . .QV .

2.750 2.2984 25.01 . . . Q . V .

2.833 2.4018 15.01 . . Q . . V .

2.917 2.4750 10.64 . Q . . V .

3.000 2.5317 8.23 . Q . . . V .

3.083 2.5660 4.98 . Q . . . V.

3.167 2.5852 2.78 . Q . . . V.

3.250 2.5967 1.67 .Q . . . V.

3.333 2.6039 1.06 .Q . . . V.

3.417 2.6087 0.69 Q . . . V.

3.500 2.6115 0.40 Q . . . V.

3.583 2.6128 0.20 Q . . . V.

3.667 2.6135 0.10 Q . . . V.

3.750 2.6139 0.05 Q . . . V.

3.833 2.6140 0.02 Q . . . V.

3.917 2.6141 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Date: 4/17/2018 File Name: CCRRT3 Page: 39
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 235.0
10% 165.0
20% 115.0
30% 75.0
40% 45.0
50% 35.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 100.0 200.0 300.0 400.0
----------------------------------------------------------------------------

0.083 0.0090 1.30 Q . . . .

0.167 0.0481 5.69 Q . . . .

0.250 0.1038 8.09 Q . . . .

0.333 0.1750 10.33 VQ . . . .

0.417 0.2767 14.77 VQ . . . .

0.500 0.4094 19.28 VQ . . . .

0.583 0.5779 24.46 V Q . . . .

0.667 0.7753 28.66 V Q . . . .

0.750 1.0140 34.66 V Q . . . .

0.833 1.2886 39.88 V Q . . . .

0.917 1.5920 44.06 V Q . . . .

1.000 1.9333 49.54 V Q . . . .

1.083 2.3203 56.20 V Q . . . .

1.167 2.7588 63.68 .V Q . . . .

1.250 3.2429 70.29 .V Q . . . .

1.333 3.7707 76.63 .V Q . . . .

1.417 4.3454 83.44 .V Q . . . .

1.500 4.9867 93.13 . V Q. . . .

1.583 5.6859 101.52 . V Q . . .

1.667 6.4357 108.87 . V Q . . .

1.750 7.2555 119.04 . V .Q . . .

1.833 8.1558 130.72 . V . Q . . .

1.917 9.1199 139.99 . V . Q . . .

2.000 10.1465 149.06 . V . Q . . .

2.083 11.2714 163.33 . V . Q . . .

2.167 12.5613 187.29 . V . Q . . .

2.250 14.0452 215.46 . V . .Q . .

2.333 15.6774 237.00 . V . . Q . .

2.417 17.4437 256.47 . V . . Q . .

2.500 19.4644 293.41 . V . . Q. .

2.583 21.7333 329.45 . V. . . Q .

2.667 24.2380 363.68 . V . . Q .

2.750 26.8418 378.07 . .V . . Q .

2.833 29.4484 378.48 . . V . . Q .

2.917 32.1062 385.92 . . V . . Q .

3.000 34.7946 390.36 . . V . . Q.

Date: 4/17/2018 File Name: CCRRT3 Page: 40

3.083 37.4535 386.07 . . V . . Q .

3.167 40.0700 379.91 . . V . . Q .

3.250 42.6376 372.82 . . V . . Q .

3.333 45.1462 364.24 . . V. . Q .

3.417 47.5875 354.48 . . V . Q .

3.500 49.9561 343.91 . . .V . Q .

3.583 52.2495 333.00 . . . V . Q .

3.667 54.4671 322.00 . . . V . Q .

3.750 56.6030 310.15 . . . V .Q .

3.833 58.6359 295.17 . . . V Q. .

3.917 60.5499 277.92 . . . VQ . .

4.000 62.3479 261.06 . . . Q . .

4.083 64.0345 244.89 . . . Q V . .

4.167 65.6146 229.44 . . . Q V . .

4.250 67.0933 214.71 . . .Q V . .

4.333 68.4753 200.67 . . Q V. .

4.417 69.7652 187.29 . . Q . V .

4.500 70.9513 172.23 . . Q . V .

4.583 72.0155 154.52 . . Q . V .

4.667 72.9732 139.07 . . Q . .V .

4.750 73.8668 129.75 . . Q . .V .

4.833 74.7215 124.10 . . Q . . V .

4.917 75.5408 118.97 . .Q . . V .

5.000 76.3260 114.01 . .Q . . V .

5.083 77.0780 109.19 . Q . . V .

5.167 77.7975 104.48 . Q . . V .

5.250 78.4854 99.88 . Q. . . V .

5.333 79.1427 95.43 . Q. . . V .

5.417 79.7704 91.14 . Q. . . V .

5.500 80.3698 87.04 . Q . . . V .

5.583 80.9421 83.10 . Q . . . V .

5.667 81.4885 79.34 . Q . . . V .

5.750 82.0101 75.74 . Q . . . V .

5.833 82.5081 72.31 . Q . . . V .

5.917 82.9836 69.04 . Q . . . V .

6.000 83.4375 65.91 . Q . . . V .

6.083 83.8708 62.92 . Q . . . V .

6.167 84.2846 60.07 . Q . . . V .

6.250 84.6795 57.35 . Q . . . V .

6.333 85.0566 54.75 . Q . . . V .

6.417 85.4166 52.27 . Q . . . V .

6.500 85.7603 49.90 . Q . . . V .

6.583 86.0884 47.64 . Q . . . V .

6.667 86.4017 45.48 . Q . . . V .

6.750 86.7007 43.42 . Q . . . V .

6.833 86.9863 41.46 . Q . . . V .

6.917 87.2588 39.58 . Q . . . V .

7.000 87.5191 37.79 . Q . . . V .

7.083 87.7675 36.07 . Q . . . V .

7.167 88.0047 34.44 . Q . . . V .

7.250 88.2311 32.88 . Q . . . V .

7.333 88.4473 31.39 . Q . . . V .

7.417 88.6537 29.97 . Q . . . V .

7.500 88.8508 28.61 . Q . . . V .

7.583 89.0389 27.31 . Q . . . V .

7.667 89.2185 26.08 . Q . . . V .

7.750 89.3899 24.90 . Q . . . V .

7.833 89.5536 23.77 . Q . . . V .

7.917 89.7099 22.69 . Q . . . V .

8.000 89.8591 21.66 . Q . . . V .

8.083 90.0015 20.68 . Q . . . V .

8.167 90.1375 19.74 .Q . . . V .

8.250 90.2673 18.85 .Q . . . V .

Date: 4/17/2018 File Name: CCRRT3 Page: 41

8.333 90.3913 18.00 .Q . . . V .

8.417 90.5096 17.18 .Q . . . V .

8.500 90.6226 16.40 .Q . . . V .

8.583 90.7304 15.66 .Q . . . V.

8.667 90.8334 14.95 .Q . . . V.

8.750 90.9317 14.27 .Q . . . V.

8.833 91.0255 13.63 .Q . . . V.

8.917 91.1151 13.01 .Q . . . V.

9.000 91.2007 12.42 .Q . . . V.

9.083 91.2823 11.86 .Q . . . V.

9.167 91.3603 11.32 .Q . . . V.

9.250 91.4347 10.81 .Q . . . V.

9.333 91.5058 10.32 .Q . . . V.

9.417 91.5736 9.85 Q . . . V.

9.500 91.6384 9.40 Q . . . V.

9.583 91.7002 8.98 Q . . . V.

9.667 91.7592 8.57 Q . . . V.

9.750 91.8156 8.18 Q . . . V.

9.833 91.8694 7.81 Q . . . V.

9.917 91.9208 7.46 Q . . . V.

10.000 91.9698 7.12 Q . . . V.

10.083 92.0166 6.80 Q . . . V.

10.167 92.0613 6.49 Q . . . V.

10.250 92.1040 6.20 Q . . . V.

10.333 92.1447 5.92 Q . . . V.

10.417 92.1836 5.65 Q . . . V.

10.500 92.2207 5.39 Q . . . V.

10.583 92.2562 5.15 Q . . . V.

10.667 92.2900 4.91 Q . . . V.

10.750 92.3223 4.69 Q . . . V.

10.833 92.3532 4.48 Q . . . V.

10.917 92.3826 4.28 Q . . . V.

11.000 92.4108 4.08 Q . . . V.

11.083 92.4376 3.90 Q . . . V.

11.167 92.4632 3.72 Q . . . V.

11.250 92.4877 3.55 Q . . . V.

11.333 92.5110 3.39 Q . . . V.

11.417 92.5333 3.24 Q . . . V.

11.500 92.5546 3.09 Q . . . V.

11.583 92.5750 2.95 Q . . . V.

11.667 92.5944 2.82 Q . . . V.

11.750 92.6129 2.69 Q . . . V.

11.833 92.6306 2.57 Q . . . V.

11.917 92.6475 2.45 Q . . . V.

12.000 92.6636 2.34 Q . . . V.

12.083 92.6790 2.23 Q . . . V.

12.167 92.6937 2.13 Q . . . V.

12.250 92.7077 2.04 Q . . . V.

12.333 92.7211 1.94 Q . . . V.

12.417 92.7339 1.86 Q . . . V.

12.500 92.7461 1.77 Q . . . V.

12.583 92.7577 1.69 Q . . . V.

12.667 92.7688 1.62 Q . . . V.

12.750 92.7795 1.54 Q . . . V.

12.833 92.7896 1.47 Q . . . V.

12.917 92.7993 1.41 Q . . . V.

13.000 92.8085 1.34 Q . . . V.

13.083 92.8173 1.28 Q . . . V.

13.167 92.8258 1.22 Q . . . V.

13.250 92.8338 1.17 Q . . . V.

13.333 92.8415 1.11 Q . . . V.

13.417 92.8488 1.06 Q . . . V.

13.500 92.8558 1.02 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 42

13.583 92.8625 0.97 Q . . . V.

13.667 92.8689 0.93 Q . . . V.

13.750 92.8750 0.88 Q . . . V.

13.833 92.8808 0.84 Q . . . V.

13.917 92.8863 0.81 Q . . . V.

14.000 92.8916 0.77 Q . . . V.

14.083 92.8967 0.73 Q . . . V.

14.167 92.9015 0.70 Q . . . V.

14.250 92.9061 0.67 Q . . . V.

14.333 92.9105 0.64 Q . . . V.

14.417 92.9147 0.61 Q . . . V.

14.500 92.9187 0.58 Q . . . V.

14.583 92.9226 0.56 Q . . . V.

14.667 92.9262 0.53 Q . . . V.

14.750 92.9297 0.51 Q . . . V.

14.833 92.9330 0.48 Q . . . V.

14.917 92.9362 0.46 Q . . . V.

15.000 92.9393 0.44 Q . . . V.

15.083 92.9422 0.42 Q . . . V.

15.167 92.9449 0.40 Q . . . V.

15.250 92.9476 0.38 Q . . . V.

15.333 92.9501 0.37 Q . . . V.

15.417 92.9525 0.35 Q . . . V.

15.500 92.9548 0.33 Q . . . V.

15.583 92.9570 0.32 Q . . . V.

15.667 92.9591 0.30 Q . . . V.

15.750 92.9611 0.29 Q . . . V.

15.833 92.9630 0.28 Q . . . V.

15.917 92.9648 0.26 Q . . . V.

16.000 92.9666 0.25 Q . . . V.

16.083 92.9682 0.24 Q . . . V.

16.167 92.9698 0.23 Q . . . V.

16.250 92.9713 0.22 Q . . . V.

16.333 92.9728 0.21 Q . . . V.

16.417 92.9742 0.20 Q . . . V.

16.500 92.9755 0.19 Q . . . V.

16.583 92.9767 0.18 Q . . . V.

16.667 92.9779 0.17 Q . . . V.

16.750 92.9791 0.17 Q . . . V.

16.833 92.9802 0.16 Q . . . V.

16.917 92.9812 0.15 Q . . . V.

17.000 92.9822 0.14 Q . . . V.

17.083 92.9832 0.14 Q . . . V.

17.167 92.9841 0.13 Q . . . V.

17.250 92.9850 0.13 Q . . . V.

17.333 92.9858 0.12 Q . . . V.

17.417 92.9866 0.11 Q . . . V.

17.500 92.9873 0.11 Q . . . V.

17.583 92.9881 0.10 Q . . . V.

17.667 92.9888 0.10 Q . . . V.

17.750 92.9894 0.10 Q . . . V.

17.833 92.9900 0.09 Q . . . V.

17.917 92.9906 0.09 Q . . . V.

18.000 92.9912 0.08 Q . . . V.

18.083 92.9918 0.08 Q . . . V.

18.167 92.9923 0.08 Q . . . V.

18.250 92.9928 0.07 Q . . . V.

18.333 92.9932 0.07 Q . . . V.

18.417 92.9937 0.07 Q . . . V.

18.500 92.9941 0.06 Q . . . V.

18.583 92.9946 0.06 Q . . . V.

18.667 92.9949 0.06 Q . . . V.

18.750 92.9953 0.05 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 43

18.833 92.9957 0.05 Q . . . V.

18.917 92.9960 0.05 Q . . . V.

19.000 92.9964 0.05 Q . . . V.

19.083 92.9967 0.05 Q . . . V.

19.167 92.9970 0.04 Q . . . V.

19.250 92.9972 0.04 Q . . . V.

19.333 92.9975 0.04 Q . . . V.

19.417 92.9978 0.04 Q . . . V.

19.500 92.9980 0.04 Q . . . V.

19.583 92.9983 0.03 Q . . . V.

19.667 92.9985 0.03 Q . . . V.

19.750 92.9987 0.03 Q . . . V.

19.833 92.9989 0.03 Q . . . V.

19.917 92.9991 0.03 Q . . . V.

20.000 92.9993 0.03 Q . . . V.

20.083 92.9995 0.03 Q . . . V.

20.167 92.9997 0.02 Q . . . V.

20.250 92.9998 0.02 Q . . . V.

20.333 93.0000 0.02 Q . . . V.

20.417 93.0001 0.02 Q . . . V.

20.500 93.0003 0.02 Q . . . V.

20.583 93.0004 0.02 Q . . . V.

20.667 93.0005 0.02 Q . . . V.

20.750 93.0007 0.02 Q . . . V.

20.833 93.0008 0.02 Q . . . V.

20.917 93.0009 0.02 Q . . . V.

21.000 93.0010 0.02 Q . . . V.

21.083 93.0011 0.01 Q . . . V.

21.167 93.0012 0.01 Q . . . V.

21.250 93.0013 0.01 Q . . . V.

21.333 93.0014 0.01 Q . . . V.

21.417 93.0015 0.01 Q . . . V.

21.500 93.0015 0.01 Q . . . V.

21.583 93.0016 0.01 Q . . . V.

21.667 93.0017 0.01 Q . . . V.

21.750 93.0018 0.01 Q . . . V.

21.833 93.0018 0.01 Q . . . V.

21.917 93.0019 0.01 Q . . . V.

22.000 93.0020 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1325.0
10% 370.0
20% 260.0
30% 195.0
40% 150.0
50% 130.0
60% 110.0
70% 90.0
80% 70.0
90% 50.0
**************************************************************************** FLOW PROCESS FROM NODE 106.00 TO NODE 105.00 IS CODE = 5.2 ---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 44
>>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< ============================================================================

ASSUMED REGULAR CHANNEL INFORMATION:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 1.30 0.96 0.96

0.167 5.69 4.55 4.55

0.250 8.09 7.47 7.47

0.333 10.33 9.75 9.75

0.417 14.77 13.62 13.62

0.500 19.28 18.11 18.11

0.583 24.46 23.12 23.12

0.667 28.66 27.57 27.57

0.750 34.66 33.10 33.10

0.833 39.88 38.53 38.53

0.917 44.06 42.98 42.98

1.000 49.54 48.12 48.12

1.083 56.20 54.47 54.47

1.167 63.68 61.74 61.74

1.250 70.29 68.58 68.58

1.333 76.63 74.99 74.99

1.417 83.44 81.68 81.68

1.500 93.13 90.62 90.62

1.583 101.52 99.35 99.35

1.667 108.87 106.96 106.96

1.750 119.04 116.41 116.41

1.833 130.72 127.69 127.69

1.917 139.99 137.59 137.59

2.000 149.06 146.71 146.71

2.083 163.33 159.63 159.63

2.167 187.29 181.09 181.09

2.250 215.46 208.17 208.17

2.333 237.00 231.42 231.42

2.417 256.47 251.42 251.42

2.500 293.41 283.84 283.84
Date: 4/17/2018 File Name: CCRRT3 Page: 45

2.583 329.45 320.11 320.11

2.667 363.68 354.82 354.82

2.750 378.07 374.34 374.34

2.833 378.48 378.37 378.37

2.917 385.92 383.99 383.99

3.000 390.36 389.21 389.21

3.083 386.07 387.18 387.18

3.167 379.91 381.51 381.51

3.250 372.82 374.66 374.66

3.333 364.24 366.46 366.46

3.417 354.48 357.01 357.01

3.500 343.91 346.65 346.65

3.583 333.00 335.82 335.82

3.667 322.00 324.85 324.85

3.750 310.15 313.22 313.22

3.833 295.17 299.05 299.05

3.917 277.92 282.39 282.39

4.000 261.06 265.43 265.43

4.083 244.89 249.08 249.08

4.167 229.44 233.44 233.44

4.250 214.71 218.52 218.52

4.333 200.67 204.31 204.31

4.417 187.29 190.76 190.76

4.500 172.23 176.13 176.13

4.583 154.52 159.10 159.10

4.667 139.07 143.07 143.07

4.750 129.75 132.17 132.17

4.833 124.10 125.56 125.56

4.917 118.97 120.30 120.30

5.000 114.01 115.29 115.29

5.083 109.19 110.43 110.43

5.167 104.48 105.70 105.70

5.250 99.88 101.07 101.07

5.333 95.43 96.58 96.58

5.417 91.14 92.25 92.25

5.500 87.04 88.10 88.10

5.583 83.10 84.12 84.12

5.667 79.34 80.31 80.31

5.750 75.74 76.67 76.67

5.833 72.31 73.20 73.20

5.917 69.04 69.88 69.88

6.000 65.91 66.72 66.72

6.083 62.92 63.70 63.70

6.167 60.07 60.81 60.81

6.250 57.35 58.05 58.05

6.333 54.75 55.42 55.42

6.417 52.27 52.91 52.91

6.500 49.90 50.52 50.52

6.583 47.64 48.23 48.23

6.667 45.48 46.04 46.04

6.750 43.42 43.96 43.96

6.833 41.46 41.97 41.97

6.917 39.58 40.07 40.07

7.000 37.79 38.25 38.25

7.083 36.07 36.52 36.52

7.167 34.44 34.86 34.86

7.250 32.88 33.28 33.28

7.333 31.39 31.78 31.78

7.417 29.97 30.34 30.34

7.500 28.61 28.96 28.96

7.583 27.31 27.65 27.65

7.667 26.08 26.40 26.40

7.750 24.90 25.20 25.20
Date: 4/17/2018 File Name: CCRRT3 Page: 46

7.833 23.77 24.06 24.06

7.917 22.69 22.97 22.97

8.000 21.66 21.93 21.93

8.083 20.68 20.94 20.94

8.167 19.74 19.99 19.99

8.250 18.85 19.08 19.08

8.333 18.00 18.22 18.22

8.417 17.18 17.39 17.39

8.500 16.40 16.60 16.60

8.583 15.66 15.85 15.85

8.667 14.95 15.13 15.13

8.750 14.27 14.45 14.45

8.833 13.63 13.79 13.79

8.917 13.01 13.17 13.17

9.000 12.42 12.57 12.57

9.083 11.86 12.00 12.00

9.167 11.32 11.46 11.46

9.250 10.81 10.94 10.94

9.333 10.32 10.44 10.44

9.417 9.85 9.97 9.97

9.500 9.40 9.52 9.52

9.583 8.98 9.09 9.09

9.667 8.57 8.68 8.68

9.750 8.18 8.28 8.28

9.833 7.81 7.91 7.91

9.917 7.46 7.55 7.55

10.000 7.12 7.21 7.21

10.083 6.80 6.88 6.88

10.167 6.49 6.57 6.57

10.250 6.20 6.27 6.27

10.333 5.92 5.99 5.99

10.417 5.65 5.72 5.72

10.500 5.39 5.46 5.46

10.583 5.15 5.21 5.21

10.667 4.91 4.97 4.97

10.750 4.69 4.75 4.75

10.833 4.48 4.53 4.53

10.917 4.28 4.33 4.33

11.000 4.08 4.13 4.13

11.083 3.90 3.95 3.95

11.167 3.72 3.77 3.77

11.250 3.55 3.60 3.60

11.333 3.39 3.43 3.43

11.417 3.24 3.28 3.28

11.500 3.09 3.13 3.13

11.583 2.95 2.99 2.99

11.667 2.82 2.85 2.85

11.750 2.69 2.72 2.72

11.833 2.57 2.60 2.60

11.917 2.45 2.48 2.48

12.000 2.34 2.37 2.37

12.083 2.23 2.26 2.26

12.167 2.13 2.16 2.16

12.250 2.04 2.06 2.06

12.333 1.94 1.97 1.97

12.417 1.86 1.88 1.88

12.500 1.77 1.79 1.79

12.583 1.69 1.71 1.71

12.667 1.62 1.64 1.64

12.750 1.54 1.56 1.56

12.833 1.47 1.49 1.49

12.917 1.41 1.42 1.42

13.000 1.34 1.36 1.36
Date: 4/17/2018 File Name: CCRRT3 Page: 47

13.083 1.28 1.30 1.30

13.167 1.22 1.24 1.24

13.250 1.17 1.18 1.18

13.333 1.11 1.13 1.13

13.417 1.06 1.08 1.08

13.500 1.02 1.03 1.03

13.583 0.97 0.98 0.98

13.667 0.93 0.94 0.94

13.750 0.88 0.89 0.89

13.833 0.84 0.85 0.85

13.917 0.81 0.82 0.82

14.000 0.77 0.78 0.78

14.083 0.73 0.74 0.74

14.167 0.70 0.71 0.71

14.250 0.67 0.68 0.68

14.333 0.64 0.65 0.65

14.417 0.61 0.62 0.62

14.500 0.58 0.59 0.59

14.583 0.56 0.56 0.56

14.667 0.53 0.54 0.54

14.750 0.51 0.51 0.51

14.833 0.48 0.49 0.49

14.917 0.46 0.47 0.47

15.000 0.44 0.45 0.45

15.083 0.42 0.43 0.43

15.167 0.40 0.41 0.41

15.250 0.38 0.39 0.39

15.333 0.37 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.33 0.34 0.34

15.583 0.32 0.32 0.32

15.667 0.30 0.31 0.31

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.26 0.27 0.27

16.000 0.25 0.26 0.26

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.18 0.19 0.19

16.667 0.17 0.18 0.18

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.14 0.15 0.15

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.11 0.12 0.12

17.500 0.11 0.11 0.11

17.583 0.10 0.11 0.11

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07
Date: 4/17/2018 File Name: CCRRT3 Page: 48

18.333 0.07 0.07 0.07

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.05 0.06 0.06

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.02 0.03 0.03

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.01 0.02 0.02

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 93.003 AF
OUTFLOW VOLUME = 93.003 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERCOURSE LENGTH = 5250.000 FEET
LENGTH FROM CONCENTRATION POINT TO CENTROID = 2713.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 77.000 FEET
Date: 4/17/2018 File Name: CCRRT3 Page: 49
BASIN FACTOR = 0.025
WATERSHED AREA = 147.100 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
WATERCOURSE "LAG" TIME = 0.203 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 4.421 78.653
2 22.756 326.172
3 50.537 494.222
4 67.151 295.569
5 75.644 151.079
6 81.046 96.113
7 84.952 69.478
8 87.882 52.119
9 90.206 41.358
10 92.082 33.371
11 93.624 27.422
12 94.914 22.960
13 96.046 20.128
14 96.874 14.733
15 97.668 14.121
16 98.172 8.969
17 98.466 5.228
18 98.760 5.232
19 99.054 5.228
20 99.348 5.228
21 99.641 5.228
22 99.935 5.228
23 100.000 1.149
Date: 4/17/2018 File Name: CCRRT3 Page: 50
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0114 0.0178
2 0.0292 0.0114 0.0178
3 0.0247 0.0114 0.0133
4 0.0337 0.0114 0.0223
5 0.0337 0.0114 0.0223
6 0.0405 0.0114 0.0290
7 0.0337 0.0114 0.0223
8 0.0405 0.0114 0.0290
9 0.0405 0.0114 0.0290
10 0.0337 0.0114 0.0223
11 0.0360 0.0114 0.0245
12 0.0405 0.0114 0.0290
13 0.0495 0.0114 0.0380
14 0.0495 0.0114 0.0380
15 0.0495 0.0114 0.0380
16 0.0450 0.0114 0.0335
17 0.0585 0.0114 0.0470
18 0.0607 0.0114 0.0493
19 0.0540 0.0114 0.0425
20 0.0607 0.0114 0.0493
21 0.0742 0.0114 0.0628
22 0.0697 0.0114 0.0583
23 0.0652 0.0114 0.0538
24 0.0675 0.0114 0.0560
25 0.0697 0.0114 0.0583
26 0.0944 0.0114 0.0830
27 0.1124 0.0114 0.1010
28 0.0787 0.0114 0.0673
29 0.1529 0.0114 0.1415
30 0.1642 0.0114 0.1527
31 0.1844 0.0114 0.1730
32 0.1327 0.0114 0.1212
33 0.0450 0.0114 0.0335
34 0.0405 0.0114 0.0290
35 0.0405 0.0114 0.0290
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.41
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.84
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 4.9881
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 22.5655
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 51
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 75.0 150.0 225.0 300.0
----------------------------------------------------------------------------

0.083 0.0096 1.40 Q . . . .

0.167 0.0593 7.21 Q . . . .

0.250 0.1670 15.65 V Q . . . .

0.333 0.3058 20.15 V Q . . . .

0.417 0.4680 23.55 V Q . . . .

0.500 0.6671 28.91 .V Q . . . .

0.583 0.8999 33.79 .V Q . . . .

0.667 1.1568 37.31 . V Q . . . .

0.750 1.4286 39.46 . V Q . . . .

0.833 1.7197 42.27 . V Q . . . .

0.917 2.0134 42.64 . V Q . . . .

1.000 2.3018 41.87 . VQ . . . .

1.083 2.6064 44.23 . VQ . . . .

1.167 2.9496 49.83 . VQ . . . .

1.250 3.3350 55.96 . V Q . . . .

1.333 3.7427 59.21 . VQ . . . .

1.417 4.1611 60.75 . VQ . . . .

1.500 4.6051 64.47 . Q . . . .

1.583 5.0942 71.01 . Q. . . .

1.667 5.6076 74.55 . Q. . . .

1.750 6.1404 77.36 . Q . . .

1.833 6.7230 84.60 . .Q . . .

1.917 7.3548 91.74 . . QV . . .

2.000 7.9991 93.55 . . Q V . . .

2.083 8.6461 93.95 . . Q V . . .

2.167 9.3196 97.79 . . Q V . . .

2.250 10.0735 109.47 . . Q V . . .

2.333 10.9433 126.29 . . Q V. . .

2.417 11.8955 138.27 . . Q .V . .

2.500 12.9727 156.41 . . Q V . .

2.583 14.3090 194.02 . . . Q . .

2.667 15.8440 222.89 . . . VQ. .

2.750 17.3820 223.31 . . . QV .

2.833 18.6458 183.51 . . . Q . V .

2.917 19.5601 132.76 . . Q . . V .

3.000 20.2603 101.67 . . Q . . V .

3.083 20.8073 79.42 . Q . . V .

3.167 21.2042 57.63 . Q . . . V .

3.250 21.4919 41.78 . Q . . . V .

3.333 21.7129 32.08 . Q . . . V .

3.417 21.8898 25.69 . Q . . . V .

3.500 22.0318 20.62 . Q . . . V.

3.583 22.1473 16.78 . Q . . . V.

3.667 22.2402 13.49 .Q . . . V.

3.750 22.3137 10.68 .Q . . . V.

3.833 22.3717 8.42 .Q . . . V.

3.917 22.4168 6.55 Q . . . V.

4.000 22.4535 5.33 Q . . . V.

4.083 22.4844 4.49 Q . . . V.

4.167 22.5108 3.84 Q . . . V.

4.250 22.5318 3.04 Q . . . V.

4.333 22.5471 2.23 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 52

4.417 22.5564 1.35 Q . . . V.

4.500 22.5609 0.65 Q . . . V.

4.583 22.5635 0.38 Q . . . V.

4.667 22.5650 0.22 Q . . . V.

4.750 22.5655 0.07 Q . . . V.

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 150.0 300.0 450.0 600.0
----------------------------------------------------------------------------

0.083 0.0163 2.36 Q . . . .

0.167 0.0973 11.76 Q . . . .

0.250 0.2565 23.11 VQ . . . .

0.333 0.4624 29.90 VQ . . . .

0.417 0.7184 37.17 V Q . . . .

0.500 1.0422 47.02 V Q . . . .

0.583 1.4341 56.91 V Q . . . .

0.667 1.8810 64.88 V Q . . . .

0.750 2.3807 72.57 V Q . . . .

0.833 2.9372 80.80 .V Q . . . .

0.917 3.5269 85.62 .V Q . . . .

1.000 4.1467 89.99 .V Q . . . .

1.083 4.8264 98.70 .V Q . . . .

1.167 5.5948 111.57 .V Q . . . .

1.250 6.4525 124.54 . V Q . . . .

1.333 7.3767 134.20 . V Q . . . .

1.417 8.3577 142.43 . V Q. . . .

1.500 9.4258 155.09 . V Q . . .

1.583 10.5990 170.35 . V .Q . . .

1.667 11.8491 181.51 . V . Q . . .

1.750 13.1836 193.77 . V . Q . . .

1.833 14.6456 212.29 . V . Q . . .

1.917 16.2250 229.33 . V . Q . . .

2.000 17.8797 240.26 . V . Q . . .

2.083 19.6261 253.58 . V . Q . . .

Date: 4/17/2018 File Name: CCRRT3 Page: 53

2.167 21.5468 278.88 . V . Q . . .

2.250 23.7343 317.63 . V . .Q . .

2.333 26.1979 357.71 . V. . Q . .

2.417 28.8817 389.69 . V. . Q . .

2.500 31.9138 440.25 . .V . Q. .

2.583 35.4546 514.14 . . V . . Q .

2.667 39.4333 577.70 . . V . . Q .

2.750 43.5493 597.65 . . V . . Q.

2.833 47.4190 561.88 . . V . . Q .

2.917 50.9779 516.75 . . V . . Q .

3.000 54.3586 490.88 . . V . . Q .

3.083 57.5721 466.60 . . V. .Q .

3.167 60.5964 439.13 . . V Q. .

3.250 63.4645 416.44 . . .V Q . .

3.333 66.2092 398.54 . . . V Q . .

3.417 68.8449 382.70 . . . V Q . .

3.500 71.3743 367.27 . . . Q . .

3.583 73.8027 352.60 . . . Q V . .

3.667 76.1328 338.33 . . . Q V . .

3.750 78.3635 323.89 . . .Q V . .

3.833 80.4810 307.46 . . Q V . .

3.917 82.4709 288.94 . . Q. V . .

4.000 84.3356 270.76 . . Q . V. .

4.083 86.0820 253.57 . . Q . V. .

4.167 87.7161 237.28 . . Q . V .

4.250 89.2420 221.56 . . Q . V .

4.333 90.6644 206.53 . . Q . .V .

4.417 91.9874 192.10 . . Q . .V .

4.500 93.2049 176.78 . .Q . . V .

4.583 94.3033 159.48 . Q . . V .

4.667 95.2901 143.29 . Q. . . V .

4.750 96.2008 132.23 . Q . . . V .

4.833 97.0657 125.57 . Q . . . V .

4.917 97.8941 120.30 . Q . . . V .

5.000 98.6882 115.29 . Q . . . V .

5.083 99.4487 110.43 . Q . . . V .

5.167 100.1767 105.70 . Q . . . V .

5.250 100.8728 101.07 . Q . . . V .

5.333 101.5379 96.58 . Q . . . V .

5.417 102.1733 92.25 . Q . . . V .

5.500 102.7801 88.10 . Q . . . V .

5.583 103.3594 84.12 . Q . . . V .

5.667 103.9125 80.31 . Q . . . V .

5.750 104.4405 76.67 . Q . . . V .

5.833 104.9447 73.20 . Q . . . V .

5.917 105.4260 69.88 . Q . . . V .

6.000 105.8855 66.72 . Q . . . V .

6.083 106.3241 63.70 . Q . . . V .

6.167 106.7429 60.81 . Q . . . V .

6.250 107.1428 58.05 . Q . . . V .

6.333 107.5245 55.42 . Q . . . V .

6.417 107.8889 52.91 . Q . . . V .

6.500 108.2368 50.52 . Q . . . V .

6.583 108.5690 48.23 . Q . . . V .

6.667 108.8861 46.04 . Q . . . V .

6.750 109.1888 43.96 . Q . . . V .

6.833 109.4778 41.97 . Q . . . V .

6.917 109.7538 40.07 . Q . . . V .

7.000 110.0172 38.25 . Q . . . V .

7.083 110.2687 36.52 . Q . . . V .

7.167 110.5088 34.86 . Q . . . V .

7.250 110.7380 33.28 . Q . . . V .

7.333 110.9569 31.78 . Q . . . V .

Date: 4/17/2018 File Name: CCRRT3 Page: 54

7.417 111.1658 30.34 . Q . . . V .

7.500 111.3653 28.96 .Q . . . V .

7.583 111.5557 27.65 .Q . . . V .

7.667 111.7375 26.40 .Q . . . V .

7.750 111.9110 25.20 .Q . . . V .

7.833 112.0768 24.06 .Q . . . V .

7.917 112.2349 22.97 .Q . . . V .

8.000 112.3860 21.93 .Q . . . V .

8.083 112.5302 20.94 .Q . . . V .

8.167 112.6678 19.99 .Q . . . V .

8.250 112.7992 19.08 .Q . . . V.

8.333 112.9247 18.22 .Q . . . V.

8.417 113.0445 17.39 .Q . . . V.

8.500 113.1588 16.60 .Q . . . V.

8.583 113.2680 15.85 .Q . . . V.

8.667 113.3722 15.13 .Q . . . V.

8.750 113.4718 14.45 Q . . . V.

8.833 113.5668 13.79 Q . . . V.

8.917 113.6575 13.17 Q . . . V.

9.000 113.7440 12.57 Q . . . V.

9.083 113.8267 12.00 Q . . . V.

9.167 113.9056 11.46 Q . . . V.

9.250 113.9810 10.94 Q . . . V.

9.333 114.0529 10.44 Q . . . V.

9.417 114.1216 9.97 Q . . . V.

9.500 114.1871 9.52 Q . . . V.

9.583 114.2497 9.09 Q . . . V.

9.667 114.3095 8.68 Q . . . V.

9.750 114.3665 8.28 Q . . . V.

9.833 114.4210 7.91 Q . . . V.

9.917 114.4730 7.55 Q . . . V.

10.000 114.5226 7.21 Q . . . V.

10.083 114.5700 6.88 Q . . . V.

10.167 114.6153 6.57 Q . . . V.

10.250 114.6585 6.27 Q . . . V.

10.333 114.6997 5.99 Q . . . V.

10.417 114.7391 5.72 Q . . . V.

10.500 114.7767 5.46 Q . . . V.

10.583 114.8125 5.21 Q . . . V.

10.667 114.8468 4.97 Q . . . V.

10.750 114.8795 4.75 Q . . . V.

10.833 114.9107 4.53 Q . . . V.

10.917 114.9405 4.33 Q . . . V.

11.000 114.9690 4.13 Q . . . V.

11.083 114.9962 3.95 Q . . . V.

11.167 115.0221 3.77 Q . . . V.

11.250 115.0469 3.60 Q . . . V.

11.333 115.0705 3.43 Q . . . V.

11.417 115.0931 3.28 Q . . . V.

11.500 115.1146 3.13 Q . . . V.

11.583 115.1352 2.99 Q . . . V.

11.667 115.1549 2.85 Q . . . V.

11.750 115.1736 2.72 Q . . . V.

11.833 115.1915 2.60 Q . . . V.

11.917 115.2086 2.48 Q . . . V.

12.000 115.2249 2.37 Q . . . V.

12.083 115.2405 2.26 Q . . . V.

12.167 115.2554 2.16 Q . . . V.

12.250 115.2696 2.06 Q . . . V.

12.333 115.2831 1.97 Q . . . V.

12.417 115.2961 1.88 Q . . . V.

12.500 115.3084 1.79 Q . . . V.

12.583 115.3202 1.71 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 55

12.667 115.3315 1.64 Q . . . V.

12.750 115.3422 1.56 Q . . . V.

12.833 115.3525 1.49 Q . . . V.

12.917 115.3623 1.42 Q . . . V.

13.000 115.3716 1.36 Q . . . V.

13.083 115.3806 1.30 Q . . . V.

13.167 115.3891 1.24 Q . . . V.

13.250 115.3972 1.18 Q . . . V.

13.333 115.4050 1.13 Q . . . V.

13.417 115.4124 1.08 Q . . . V.

13.500 115.4195 1.03 Q . . . V.

13.583 115.4263 0.98 Q . . . V.

13.667 115.4327 0.94 Q . . . V.

13.750 115.4389 0.89 Q . . . V.

13.833 115.4448 0.85 Q . . . V.

13.917 115.4504 0.82 Q . . . V.

14.000 115.4557 0.78 Q . . . V.

14.083 115.4609 0.74 Q . . . V.

14.167 115.4658 0.71 Q . . . V.

14.250 115.4704 0.68 Q . . . V.

14.333 115.4749 0.65 Q . . . V.

14.417 115.4791 0.62 Q . . . V.

14.500 115.4832 0.59 Q . . . V.

14.583 115.4871 0.56 Q . . . V.

14.667 115.4908 0.54 Q . . . V.

14.750 115.4943 0.51 Q . . . V.

14.833 115.4977 0.49 Q . . . V.

14.917 115.5009 0.47 Q . . . V.

15.000 115.5040 0.45 Q . . . V.

15.083 115.5069 0.43 Q . . . V.

15.167 115.5097 0.41 Q . . . V.

15.250 115.5124 0.39 Q . . . V.

15.333 115.5149 0.37 Q . . . V.

15.417 115.5174 0.35 Q . . . V.

15.500 115.5197 0.34 Q . . . V.

15.583 115.5219 0.32 Q . . . V.

15.667 115.5240 0.31 Q . . . V.

15.750 115.5261 0.29 Q . . . V.

15.833 115.5280 0.28 Q . . . V.

15.917 115.5299 0.27 Q . . . V.

16.000 115.5316 0.26 Q . . . V.

16.083 115.5333 0.24 Q . . . V.

16.167 115.5349 0.23 Q . . . V.

16.250 115.5364 0.22 Q . . . V.

16.333 115.5379 0.21 Q . . . V.

16.417 115.5393 0.20 Q . . . V.

16.500 115.5406 0.19 Q . . . V.

16.583 115.5419 0.19 Q . . . V.

16.667 115.5431 0.18 Q . . . V.

16.750 115.5443 0.17 Q . . . V.

16.833 115.5454 0.16 Q . . . V.

16.917 115.5465 0.15 Q . . . V.

17.000 115.5475 0.15 Q . . . V.

17.083 115.5484 0.14 Q . . . V.

17.167 115.5493 0.13 Q . . . V.

17.250 115.5502 0.13 Q . . . V.

17.333 115.5511 0.12 Q . . . V.

17.417 115.5519 0.12 Q . . . V.

17.500 115.5526 0.11 Q . . . V.

17.583 115.5534 0.11 Q . . . V.

17.667 115.5541 0.10 Q . . . V.

17.750 115.5547 0.10 Q . . . V.

17.833 115.5554 0.09 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 56

17.917 115.5560 0.09 Q . . . V.

18.000 115.5565 0.08 Q . . . V.

18.083 115.5571 0.08 Q . . . V.

18.167 115.5576 0.08 Q . . . V.

18.250 115.5581 0.07 Q . . . V.

18.333 115.5586 0.07 Q . . . V.

18.417 115.5591 0.07 Q . . . V.

18.500 115.5595 0.06 Q . . . V.

18.583 115.5599 0.06 Q . . . V.

18.667 115.5603 0.06 Q . . . V.

18.750 115.5607 0.06 Q . . . V.

18.833 115.5611 0.05 Q . . . V.

18.917 115.5614 0.05 Q . . . V.

19.000 115.5618 0.05 Q . . . V.

19.083 115.5621 0.05 Q . . . V.

19.167 115.5624 0.04 Q . . . V.

19.250 115.5627 0.04 Q . . . V.

19.333 115.5630 0.04 Q . . . V.

19.417 115.5632 0.04 Q . . . V.

19.500 115.5635 0.04 Q . . . V.

19.583 115.5637 0.03 Q . . . V.

19.667 115.5639 0.03 Q . . . V.

19.750 115.5642 0.03 Q . . . V.

19.833 115.5644 0.03 Q . . . V.

19.917 115.5646 0.03 Q . . . V.

20.000 115.5648 0.03 Q . . . V.

20.083 115.5649 0.03 Q . . . V.

20.167 115.5651 0.03 Q . . . V.

20.250 115.5653 0.02 Q . . . V.

20.333 115.5654 0.02 Q . . . V.

20.417 115.5656 0.02 Q . . . V.

20.500 115.5657 0.02 Q . . . V.

20.583 115.5659 0.02 Q . . . V.

20.667 115.5660 0.02 Q . . . V.

20.750 115.5661 0.02 Q . . . V.

20.833 115.5662 0.02 Q . . . V.

20.917 115.5664 0.02 Q . . . V.

21.000 115.5665 0.02 Q . . . V.

21.083 115.5666 0.02 Q . . . V.

21.167 115.5667 0.01 Q . . . V.

21.250 115.5668 0.01 Q . . . V.

21.333 115.5669 0.01 Q . . . V.

21.417 115.5669 0.01 Q . . . V.

21.500 115.5670 0.01 Q . . . V.

21.583 115.5671 0.01 Q . . . V.

21.667 115.5672 0.01 Q . . . V.

21.750 115.5672 0.01 Q . . . V.

21.833 115.5673 0.01 Q . . . V.

21.917 115.5674 0.01 Q . . . V.

22.000 115.5674 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1325.0
10% 335.0
20% 225.0
30% 170.0
Date: 4/17/2018 File Name: CCRRT3 Page: 57
40% 130.0
50% 100.0
60% 70.0
70% 45.0
80% 30.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 7.100 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
Warning: Watershed Area is less than 10 acres
*USER ENTERED "LAG" TIME = 0.100 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 13.994 12.016
2 59.664 39.215
3 78.792 16.425
4 86.766 6.847
5 91.428 4.003
6 94.514 2.650
7 96.650 1.834
8 98.044 1.197
9 98.699 0.562
10 99.289 0.507
11 99.716 0.366
12 99.929 0.183
13 100.000 0.061
Date: 4/17/2018 File Name: CCRRT3 Page: 58
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0125 0.0168
2 0.0292 0.0125 0.0168
3 0.0247 0.0124 0.0124
4 0.0337 0.0125 0.0213
5 0.0337 0.0125 0.0213
6 0.0405 0.0125 0.0280
7 0.0337 0.0125 0.0213
8 0.0405 0.0125 0.0280
9 0.0405 0.0125 0.0280
10 0.0337 0.0125 0.0213
11 0.0360 0.0125 0.0235
12 0.0405 0.0125 0.0280
13 0.0495 0.0125 0.0370
14 0.0495 0.0125 0.0370
15 0.0495 0.0125 0.0370
16 0.0450 0.0125 0.0325
17 0.0585 0.0125 0.0460
18 0.0607 0.0125 0.0483
19 0.0540 0.0125 0.0415
20 0.0607 0.0125 0.0483
21 0.0742 0.0125 0.0618
22 0.0697 0.0125 0.0573
23 0.0652 0.0125 0.0528
24 0.0675 0.0125 0.0550
25 0.0697 0.0125 0.0573
26 0.0945 0.0125 0.0820
27 0.1125 0.0125 0.1000
28 0.0787 0.0125 0.0663
29 0.1530 0.0125 0.1405
30 0.1642 0.0125 0.1518
31 0.1845 0.0125 0.1720
32 0.1327 0.0125 0.1203
33 0.0450 0.0125 0.0325
34 0.0405 0.0125 0.0280
35 0.0405 0.0125 0.0280
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.44
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.81
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.2626
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 1.0681
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 59
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 5.0 10.0 15.0 20.0
----------------------------------------------------------------------------

0.083 0.0014 0.20 Q . . . .

0.167 0.0073 0.86 VQ . . . .

0.250 0.0147 1.08 V Q . . . .

0.333 0.0225 1.13 V Q . . . .

0.417 0.0327 1.47 .VQ . . . .

0.500 0.0445 1.72 .V Q . . . .

0.583 0.0581 1.97 . VQ . . . .

0.667 0.0715 1.94 . VQ . . . .

0.750 0.0864 2.17 . VQ . . . .

0.833 0.1016 2.20 . VQ . . . .

0.917 0.1154 2.01 . Q . . . .

1.000 0.1297 2.07 . Q . . . .

1.083 0.1460 2.36 . QV . . . .

1.167 0.1652 2.79 . QV . . . .

1.250 0.1857 2.97 . QV . . . .

1.333 0.2063 2.99 . Q V . . . .

1.417 0.2271 3.02 . Q V . . . .

1.500 0.2515 3.54 . Q V. . . .

1.583 0.2773 3.76 . Q V . . .

1.667 0.3028 3.70 . Q .V . . .

1.750 0.3309 4.08 . Q . V . . .

1.833 0.3630 4.66 . Q. V . . .

1.917 0.3954 4.70 . Q. V . . .

2.000 0.4270 4.60 . Q. V . . .

2.083 0.4593 4.68 . Q. V . . .

2.167 0.4944 5.10 . Q V . . .

2.250 0.5380 6.34 . . Q V . .

2.333 0.5867 7.07 . . Q .V . .

2.417 0.6358 7.12 . . Q . V . .

2.500 0.7035 9.84 . . Q. V . .

2.583 0.7838 11.66 . . . Q V. .

2.667 0.8698 12.49 . . . Q . V .

2.750 0.9393 10.08 . . Q . V .

2.833 0.9813 6.09 . . Q . . V .

2.917 1.0112 4.35 . Q . . . V .

3.000 1.0345 3.38 . Q . . . V .

3.083 1.0485 2.03 . Q . . . V.

3.167 1.0563 1.13 . Q . . . V.

3.250 1.0609 0.68 .Q . . . V.

3.333 1.0639 0.43 Q . . . V.

3.417 1.0658 0.28 Q . . . V.

3.500 1.0670 0.16 Q . . . V.

3.583 1.0675 0.08 Q . . . V.

3.667 1.0678 0.04 Q . . . V.

3.750 1.0680 0.02 Q . . . V.

3.833 1.0680 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Date: 4/17/2018 File Name: CCRRT3 Page: 60
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 230.0
10% 165.0
20% 115.0
30% 80.0
40% 45.0
50% 35.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0
----------------------------------------------------------------------------

0.083 0.0177 2.57 Q . . . .

0.167 0.1046 12.62 Q . . . .

0.250 0.2712 24.20 VQ . . . .

0.333 0.4849 31.03 VQ . . . .

0.417 0.7510 38.64 V Q . . . .

0.500 1.0867 48.73 V Q . . . .

0.583 1.4922 58.89 V Q . . . .

0.667 1.9525 66.83 V Q . . . .

0.750 2.4672 74.73 V Q . . . .

0.833 3.0388 83.00 .V Q . . . .

0.917 3.6423 87.63 .V Q . . . .

1.000 4.2764 92.06 .V Q . . . .

1.083 4.9724 101.06 .V Q . . . .

1.167 5.7600 114.36 .V Q . . . .

1.250 6.6382 127.51 . V Q . . . .

1.333 7.5830 137.19 . V Q . . . .

1.417 8.5848 145.46 . V Q . . . .

1.500 9.6772 158.63 . V Q. . . .

1.583 10.8763 174.11 . V Q. . . .

1.667 12.1519 185.21 . V Q . . .

1.750 13.5145 197.84 . V .Q . . .

1.833 15.0086 216.95 . V . Q . . .

1.917 16.6204 234.03 . V . Q . . .

2.000 18.3068 244.86 . V . Q . . .

2.083 20.0854 258.26 . V . Q . . .

2.167 22.0411 283.97 . V . Q . . .

2.250 24.2724 323.98 . V . Q . . .

2.333 26.7846 364.78 . V. Q . .

2.417 29.5175 396.81 . V . Q . .

2.500 32.6173 450.09 . .V . Q . .

2.583 36.2385 525.80 . . V . Q .

2.667 40.3031 590.19 . . V . . Q .

2.750 44.4886 607.73 . . V . . Q .

2.833 48.4002 567.97 . . V . . Q .

2.917 51.9891 521.10 . . V . Q. .

3.000 55.3931 494.26 . . V . Q . .

3.083 58.6205 468.63 . . V Q . .

Date: 4/17/2018 File Name: CCRRT3 Page: 61

3.167 61.6527 440.27 . . .V Q . .

3.250 64.5254 417.12 . . . VQ . .

3.333 67.2732 398.97 . . . QV . .

3.417 69.9108 382.98 . . .Q V . .

3.500 72.4413 367.43 . . Q V . .

3.583 74.8702 352.68 . . Q V . .

3.667 77.2006 338.38 . . Q. V . .

3.750 79.4314 323.91 . . Q . V . .

3.833 81.5490 307.47 . . Q . V . .

3.917 83.5390 288.94 . . Q . V . .

4.000 85.4037 270.76 . . Q . V. .

4.083 87.1500 253.57 . . Q . V. .

4.167 88.7842 237.28 . . Q . V .

4.250 90.3101 221.56 . . Q . V .

4.333 91.7325 206.53 . .Q . .V .

4.417 93.0555 192.10 . Q . .V .

4.500 94.2730 176.78 . Q . . V .

4.583 95.3714 159.48 . Q. . . V .

4.667 96.3582 143.29 . Q . . . V .

4.750 97.2689 132.23 . Q . . . V .

4.833 98.1337 125.57 . Q . . . V .

4.917 98.9622 120.30 . Q . . . V .

5.000 99.7562 115.29 . Q . . . V .

5.083 100.5168 110.43 . Q . . . V .

5.167 101.2447 105.70 . Q . . . V .

5.250 101.9408 101.07 . Q . . . V .

5.333 102.6060 96.58 . Q . . . V .

5.417 103.2414 92.25 . Q . . . V .

5.500 103.8481 88.10 . Q . . . V .

5.583 104.4274 84.12 . Q . . . V .

5.667 104.9805 80.31 . Q . . . V .

5.750 105.5086 76.67 . Q . . . V .

5.833 106.0127 73.20 . Q . . . V .

5.917 106.4940 69.88 . Q . . . V .

6.000 106.9535 66.72 . Q . . . V .

6.083 107.3922 63.70 . Q . . . V .

6.167 107.8110 60.81 . Q . . . V .

6.250 108.2108 58.05 . Q . . . V .

6.333 108.5925 55.42 . Q . . . V .

6.417 108.9569 52.91 . Q . . . V .

6.500 109.3049 50.52 . Q . . . V .

6.583 109.6370 48.23 . Q . . . V .

6.667 109.9541 46.04 . Q . . . V .

6.750 110.2569 43.96 . Q . . . V .

6.833 110.5459 41.97 . Q . . . V .

6.917 110.8218 40.07 . Q . . . V .

7.000 111.0853 38.25 . Q . . . V .

7.083 111.3367 36.52 . Q . . . V .

7.167 111.5769 34.86 .Q . . . V .

7.250 111.8061 33.28 .Q . . . V .

7.333 112.0249 31.78 .Q . . . V .

7.417 112.2338 30.34 .Q . . . V .

7.500 112.4333 28.96 .Q . . . V .

7.583 112.6237 27.65 .Q . . . V .

7.667 112.8055 26.40 .Q . . . V .

7.750 112.9791 25.20 .Q . . . V .

7.833 113.1448 24.06 .Q . . . V .

7.917 113.3030 22.97 .Q . . . V .

8.000 113.4540 21.93 .Q . . . V .

8.083 113.5982 20.94 .Q . . . V .

8.167 113.7359 19.99 .Q . . . V.

8.250 113.8673 19.08 .Q . . . V.

8.333 113.9928 18.22 .Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 62

8.417 114.1125 17.39 Q . . . V.

8.500 114.2269 16.60 Q . . . V.

8.583 114.3361 15.85 Q . . . V.

8.667 114.4403 15.13 Q . . . V.

8.750 114.5398 14.45 Q . . . V.

8.833 114.6348 13.79 Q . . . V.

8.917 114.7255 13.17 Q . . . V.

9.000 114.8121 12.57 Q . . . V.

9.083 114.8948 12.00 Q . . . V.

9.167 114.9737 11.46 Q . . . V.

9.250 115.0490 10.94 Q . . . V.

9.333 115.1210 10.44 Q . . . V.

9.417 115.1896 9.97 Q . . . V.

9.500 115.2552 9.52 Q . . . V.

9.583 115.3178 9.09 Q . . . V.

9.667 115.3775 8.68 Q . . . V.

9.750 115.4346 8.28 Q . . . V.

9.833 115.4890 7.91 Q . . . V.

9.917 115.5410 7.55 Q . . . V.

10.000 115.5907 7.21 Q . . . V.

10.083 115.6381 6.88 Q . . . V.

10.167 115.6833 6.57 Q . . . V.

10.250 115.7265 6.27 Q . . . V.

10.333 115.7678 5.99 Q . . . V.

10.417 115.8071 5.72 Q . . . V.

10.500 115.8447 5.46 Q . . . V.

10.583 115.8806 5.21 Q . . . V.

10.667 115.9148 4.97 Q . . . V.

10.750 115.9476 4.75 Q . . . V.

10.833 115.9788 4.53 Q . . . V.

10.917 116.0086 4.33 Q . . . V.

11.000 116.0370 4.13 Q . . . V.

11.083 116.0642 3.95 Q . . . V.

11.167 116.0902 3.77 Q . . . V.

11.250 116.1149 3.60 Q . . . V.

11.333 116.1386 3.43 Q . . . V.

11.417 116.1611 3.28 Q . . . V.

11.500 116.1827 3.13 Q . . . V.

11.583 116.2033 2.99 Q . . . V.

11.667 116.2229 2.85 Q . . . V.

11.750 116.2417 2.72 Q . . . V.

11.833 116.2596 2.60 Q . . . V.

11.917 116.2766 2.48 Q . . . V.

12.000 116.2930 2.37 Q . . . V.

12.083 116.3085 2.26 Q . . . V.

12.167 116.3234 2.16 Q . . . V.

12.250 116.3376 2.06 Q . . . V.

12.333 116.3512 1.97 Q . . . V.

12.417 116.3641 1.88 Q . . . V.

12.500 116.3765 1.79 Q . . . V.

12.583 116.3883 1.71 Q . . . V.

12.667 116.3995 1.64 Q . . . V.

12.750 116.4103 1.56 Q . . . V.

12.833 116.4205 1.49 Q . . . V.

12.917 116.4303 1.42 Q . . . V.

13.000 116.4397 1.36 Q . . . V.

13.083 116.4486 1.30 Q . . . V.

13.167 116.4571 1.24 Q . . . V.

13.250 116.4653 1.18 Q . . . V.

13.333 116.4731 1.13 Q . . . V.

13.417 116.4805 1.08 Q . . . V.

13.500 116.4876 1.03 Q . . . V.

13.583 116.4943 0.98 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 63

13.667 116.5008 0.94 Q . . . V.

13.750 116.5069 0.89 Q . . . V.

13.833 116.5128 0.85 Q . . . V.

13.917 116.5184 0.82 Q . . . V.

14.000 116.5238 0.78 Q . . . V.

14.083 116.5289 0.74 Q . . . V.

14.167 116.5338 0.71 Q . . . V.

14.250 116.5385 0.68 Q . . . V.

14.333 116.5429 0.65 Q . . . V.

14.417 116.5472 0.62 Q . . . V.

14.500 116.5512 0.59 Q . . . V.

14.583 116.5551 0.56 Q . . . V.

14.667 116.5588 0.54 Q . . . V.

14.750 116.5624 0.51 Q . . . V.

14.833 116.5657 0.49 Q . . . V.

14.917 116.5689 0.47 Q . . . V.

15.000 116.5720 0.45 Q . . . V.

15.083 116.5750 0.43 Q . . . V.

15.167 116.5778 0.41 Q . . . V.

15.250 116.5804 0.39 Q . . . V.

15.333 116.5830 0.37 Q . . . V.

15.417 116.5854 0.35 Q . . . V.

15.500 116.5878 0.34 Q . . . V.

15.583 116.5900 0.32 Q . . . V.

15.667 116.5921 0.31 Q . . . V.

15.750 116.5941 0.29 Q . . . V.

15.833 116.5961 0.28 Q . . . V.

15.917 116.5979 0.27 Q . . . V.

16.000 116.5997 0.26 Q . . . V.

16.083 116.6014 0.24 Q . . . V.

16.167 116.6030 0.23 Q . . . V.

16.250 116.6045 0.22 Q . . . V.

16.333 116.6060 0.21 Q . . . V.

16.417 116.6074 0.20 Q . . . V.

16.500 116.6087 0.19 Q . . . V.

16.583 116.6100 0.19 Q . . . V.

16.667 116.6112 0.18 Q . . . V.

16.750 116.6123 0.17 Q . . . V.

16.833 116.6134 0.16 Q . . . V.

16.917 116.6145 0.15 Q . . . V.

17.000 116.6155 0.15 Q . . . V.

17.083 116.6165 0.14 Q . . . V.

17.167 116.6174 0.13 Q . . . V.

17.250 116.6183 0.13 Q . . . V.

17.333 116.6191 0.12 Q . . . V.

17.417 116.6199 0.12 Q . . . V.

17.500 116.6207 0.11 Q . . . V.

17.583 116.6214 0.11 Q . . . V.

17.667 116.6221 0.10 Q . . . V.

17.750 116.6228 0.10 Q . . . V.

17.833 116.6234 0.09 Q . . . V.

17.917 116.6240 0.09 Q . . . V.

18.000 116.6246 0.08 Q . . . V.

18.083 116.6252 0.08 Q . . . V.

18.167 116.6257 0.08 Q . . . V.

18.250 116.6262 0.07 Q . . . V.

18.333 116.6267 0.07 Q . . . V.

18.417 116.6271 0.07 Q . . . V.

18.500 116.6276 0.06 Q . . . V.

18.583 116.6280 0.06 Q . . . V.

18.667 116.6284 0.06 Q . . . V.

18.750 116.6288 0.06 Q . . . V.

18.833 116.6291 0.05 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 64

18.917 116.6295 0.05 Q . . . V.

19.000 116.6298 0.05 Q . . . V.

19.083 116.6301 0.05 Q . . . V.

19.167 116.6304 0.04 Q . . . V.

19.250 116.6307 0.04 Q . . . V.

19.333 116.6310 0.04 Q . . . V.

19.417 116.6313 0.04 Q . . . V.

19.500 116.6315 0.04 Q . . . V.

19.583 116.6318 0.03 Q . . . V.

19.667 116.6320 0.03 Q . . . V.

19.750 116.6322 0.03 Q . . . V.

19.833 116.6324 0.03 Q . . . V.

19.917 116.6326 0.03 Q . . . V.

20.000 116.6328 0.03 Q . . . V.

20.083 116.6330 0.03 Q . . . V.

20.167 116.6332 0.03 Q . . . V.

20.250 116.6333 0.02 Q . . . V.

20.333 116.6335 0.02 Q . . . V.

20.417 116.6336 0.02 Q . . . V.

20.500 116.6338 0.02 Q . . . V.

20.583 116.6339 0.02 Q . . . V.

20.667 116.6341 0.02 Q . . . V.

20.750 116.6342 0.02 Q . . . V.

20.833 116.6343 0.02 Q . . . V.

20.917 116.6344 0.02 Q . . . V.

21.000 116.6345 0.02 Q . . . V.

21.083 116.6346 0.02 Q . . . V.

21.167 116.6347 0.01 Q . . . V.

21.250 116.6348 0.01 Q . . . V.

21.333 116.6349 0.01 Q . . . V.

21.417 116.6350 0.01 Q . . . V.

21.500 116.6351 0.01 Q . . . V.

21.583 116.6352 0.01 Q . . . V.

21.667 116.6352 0.01 Q . . . V.

21.750 116.6353 0.01 Q . . . V.

21.833 116.6354 0.01 Q . . . V.

21.917 116.6354 0.01 Q . . . V.

22.000 116.6355 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1325.0
10% 335.0
20% 220.0
30% 170.0
40% 130.0
50% 100.0
60% 75.0
70% 45.0
80% 30.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 105.00 TO NODE 104.00 IS CODE = 5.2 ---------------------------------------------------------------------------- >>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< Date: 4/17/2018 File Name: CCRRT3 Page: 65
============================================================================

ASSUMED REGULAR CHANNEL INFORMATION:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 2.57 2.55 2.55

0.167 12.62 12.54 12.54

0.250 24.20 24.10 24.10

0.333 31.03 30.98 30.98

0.417 38.64 38.58 38.58

0.500 48.73 48.65 48.65

0.583 58.89 58.81 58.81

0.667 66.83 66.77 66.77

0.750 74.73 74.67 74.67

0.833 83.00 82.93 82.93

0.917 87.63 87.60 87.60

1.000 92.06 92.03 92.03

1.083 101.06 100.99 100.99

1.167 114.36 114.26 114.26

1.250 127.51 127.40 127.40

1.333 137.19 137.11 137.11

1.417 145.46 145.39 145.39

1.500 158.63 158.52 158.52

1.583 174.11 173.99 173.99

1.667 185.21 185.12 185.12

1.750 197.84 197.74 197.74

1.833 216.95 216.80 216.80

1.917 234.03 233.89 233.89

2.000 244.86 244.78 244.78

2.083 258.26 258.15 258.15

2.167 283.97 283.77 283.77

2.250 323.98 323.66 323.66

2.333 364.78 364.46 364.46

2.417 396.81 396.55 396.55

2.500 450.09 449.67 449.67

2.583 525.80 525.19 525.19
Date: 4/17/2018 File Name: CCRRT3 Page: 66

2.667 590.19 589.68 589.68

2.750 607.73 607.59 607.59

2.833 567.97 568.29 568.29

2.917 521.10 521.48 521.48

3.000 494.26 494.47 494.47

3.083 468.63 468.83 468.83

3.167 440.27 440.49 440.49

3.250 417.12 417.30 417.30

3.333 398.97 399.12 399.12

3.417 382.98 383.11 383.11

3.500 367.43 367.55 367.55

3.583 352.68 352.80 352.80

3.667 338.38 338.49 338.49

3.750 323.91 324.03 324.03

3.833 307.47 307.60 307.60

3.917 288.94 289.09 289.09

4.000 270.76 270.90 270.90

4.083 253.57 253.71 253.71

4.167 237.28 237.41 237.41

4.250 221.56 221.69 221.69

4.333 206.53 206.65 206.65

4.417 192.10 192.22 192.22

4.500 176.78 176.90 176.90

4.583 159.48 159.62 159.62

4.667 143.29 143.42 143.42

4.750 132.23 132.32 132.32

4.833 125.57 125.62 125.62

4.917 120.30 120.34 120.34

5.000 115.29 115.33 115.33

5.083 110.43 110.47 110.47

5.167 105.70 105.73 105.73

5.250 101.07 101.11 101.11

5.333 96.58 96.62 96.62

5.417 92.25 92.29 92.29

5.500 88.10 88.13 88.13

5.583 84.12 84.15 84.15

5.667 80.31 80.34 80.34

5.750 76.67 76.70 76.70

5.833 73.20 73.23 73.23

5.917 69.88 69.91 69.91

6.000 66.72 66.74 66.74

6.083 63.70 63.72 63.72

6.167 60.81 60.83 60.83

6.250 58.05 58.08 58.08

6.333 55.42 55.45 55.45

6.417 52.91 52.93 52.93

6.500 50.52 50.54 50.54

6.583 48.23 48.25 48.25

6.667 46.04 46.06 46.06

6.750 43.96 43.97 43.97

6.833 41.97 41.98 41.98

6.917 40.07 40.08 40.08

7.000 38.25 38.26 38.26

7.083 36.52 36.53 36.53

7.167 34.86 34.88 34.88

7.250 33.28 33.30 33.30

7.333 31.78 31.79 31.79

7.417 30.34 30.35 30.35

7.500 28.96 28.97 28.97

7.583 27.65 27.66 27.66

7.667 26.40 26.41 26.41

7.750 25.20 25.21 25.21

7.833 24.06 24.07 24.07
Date: 4/17/2018 File Name: CCRRT3 Page: 67

7.917 22.97 22.98 22.98

8.000 21.93 21.94 21.94

8.083 20.94 20.94 20.94

8.167 19.99 20.00 20.00

8.250 19.08 19.09 19.09

8.333 18.22 18.22 18.22

8.417 17.39 17.40 17.40

8.500 16.60 16.61 16.61

8.583 15.85 15.86 15.86

8.667 15.13 15.14 15.14

8.750 14.45 14.45 14.45

8.833 13.79 13.80 13.80

8.917 13.17 13.17 13.17

9.000 12.57 12.58 12.58

9.083 12.00 12.01 12.01

9.167 11.46 11.46 11.46

9.250 10.94 10.94 10.94

9.333 10.44 10.45 10.45

9.417 9.97 9.97 9.97

9.500 9.52 9.52 9.52

9.583 9.09 9.09 9.09

9.667 8.68 8.68 8.68

9.750 8.28 8.29 8.29

9.833 7.91 7.91 7.91

9.917 7.55 7.55 7.55

10.000 7.21 7.21 7.21

10.083 6.88 6.88 6.88

10.167 6.57 6.57 6.57

10.250 6.27 6.27 6.27

10.333 5.99 5.99 5.99

10.417 5.72 5.72 5.72

10.500 5.46 5.46 5.46

10.583 5.21 5.21 5.21

10.667 4.97 4.98 4.98

10.750 4.75 4.75 4.75

10.833 4.53 4.54 4.54

10.917 4.33 4.33 4.33

11.000 4.13 4.13 4.13

11.083 3.95 3.95 3.95

11.167 3.77 3.77 3.77

11.250 3.60 3.60 3.60

11.333 3.43 3.43 3.43

11.417 3.28 3.28 3.28

11.500 3.13 3.13 3.13

11.583 2.99 2.99 2.99

11.667 2.85 2.85 2.85

11.750 2.72 2.72 2.72

11.833 2.60 2.60 2.60

11.917 2.48 2.48 2.48

12.000 2.37 2.37 2.37

12.083 2.26 2.26 2.26

12.167 2.16 2.16 2.16

12.250 2.06 2.06 2.06

12.333 1.97 1.97 1.97

12.417 1.88 1.88 1.88

12.500 1.79 1.79 1.79

12.583 1.71 1.71 1.71

12.667 1.64 1.64 1.64

12.750 1.56 1.56 1.56

12.833 1.49 1.49 1.49

12.917 1.42 1.42 1.42

13.000 1.36 1.36 1.36

13.083 1.30 1.30 1.30
Date: 4/17/2018 File Name: CCRRT3 Page: 68

13.167 1.24 1.24 1.24

13.250 1.18 1.18 1.18

13.333 1.13 1.13 1.13

13.417 1.08 1.08 1.08

13.500 1.03 1.03 1.03

13.583 0.98 0.98 0.98

13.667 0.94 0.94 0.94

13.750 0.89 0.90 0.90

13.833 0.85 0.85 0.85

13.917 0.82 0.82 0.82

14.000 0.78 0.78 0.78

14.083 0.74 0.74 0.74

14.167 0.71 0.71 0.71

14.250 0.68 0.68 0.68

14.333 0.65 0.65 0.65

14.417 0.62 0.62 0.62

14.500 0.59 0.59 0.59

14.583 0.56 0.56 0.56

14.667 0.54 0.54 0.54

14.750 0.51 0.51 0.51

14.833 0.49 0.49 0.49

14.917 0.47 0.47 0.47

15.000 0.45 0.45 0.45

15.083 0.43 0.43 0.43

15.167 0.41 0.41 0.41

15.250 0.39 0.39 0.39

15.333 0.37 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.34 0.34 0.34

15.583 0.32 0.32 0.32

15.667 0.31 0.31 0.31

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.27 0.27 0.27

16.000 0.26 0.26 0.26

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.19 0.19 0.19

16.667 0.18 0.18 0.18

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.15 0.15 0.15

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.12 0.12 0.12

17.500 0.11 0.11 0.11

17.583 0.11 0.11 0.11

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07

18.333 0.07 0.07 0.07
Date: 4/17/2018 File Name: CCRRT3 Page: 69

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.06 0.06 0.06

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.03 0.03 0.03

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.02 0.02 0.02

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

Date: 4/17/2018 File Name: CCRRT3 Page: 70
ASSUMED REGULAR CHANNEL INFORMATION:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 2.55 2.53 2.53

0.167 12.54 12.47 12.47

0.250 24.10 24.03 24.03

0.333 30.98 30.93 30.93

0.417 38.58 38.53 38.53

0.500 48.65 48.59 48.59

0.583 58.81 58.74 58.74

0.667 66.77 66.72 66.72

0.750 74.67 74.62 74.62

0.833 82.93 82.88 82.88

0.917 87.60 87.57 87.57

1.000 92.03 92.00 92.00

1.083 100.99 100.94 100.94

1.167 114.26 114.17 114.17

1.250 127.40 127.32 127.32

1.333 137.11 137.05 137.05

1.417 145.39 145.34 145.34

1.500 158.52 158.44 158.44

1.583 173.99 173.89 173.89

1.667 185.12 185.05 185.05

1.750 197.74 197.66 197.66

1.833 216.80 216.68 216.68

1.917 233.89 233.78 233.78

2.000 244.78 244.71 244.71

2.083 258.15 258.07 258.07

2.167 283.77 283.61 283.61

2.250 323.66 323.41 323.41

2.333 364.46 364.20 364.20

2.417 396.55 396.35 396.35

2.500 449.67 449.34 449.34

2.583 525.19 524.72 524.72

2.667 589.68 589.27 589.27

2.750 607.59 607.48 607.48

2.833 568.29 568.53 568.53

2.917 521.48 521.77 521.77

3.000 494.47 494.64 494.64

3.083 468.83 469.00 469.00

3.167 440.49 440.67 440.67

3.250 417.30 417.45 417.45
Date: 4/17/2018 File Name: CCRRT3 Page: 71

3.333 399.12 399.23 399.23

3.417 383.11 383.21 383.21

3.500 367.55 367.65 367.65

3.583 352.80 352.89 352.89

3.667 338.49 338.58 338.58

3.750 324.03 324.12 324.12

3.833 307.60 307.70 307.70

3.917 289.09 289.21 289.21

4.000 270.90 271.01 271.01

4.083 253.71 253.81 253.81

4.167 237.41 237.51 237.51

4.250 221.69 221.78 221.78

4.333 206.65 206.75 206.75

4.417 192.22 192.31 192.31

4.500 176.90 177.00 177.00

4.583 159.62 159.73 159.73

4.667 143.42 143.52 143.52

4.750 132.32 132.39 132.39

4.833 125.62 125.67 125.67

4.917 120.34 120.37 120.37

5.000 115.33 115.36 115.36

5.083 110.47 110.50 110.50

5.167 105.73 105.76 105.76

5.250 101.11 101.14 101.14

5.333 96.62 96.65 96.65

5.417 92.29 92.32 92.32

5.500 88.13 88.16 88.16

5.583 84.15 84.18 84.18

5.667 80.34 80.37 80.37

5.750 76.70 76.72 76.72

5.833 73.23 73.25 73.25

5.917 69.91 69.93 69.93

6.000 66.74 66.76 66.76

6.083 63.72 63.74 63.74

6.167 60.83 60.85 60.85

6.250 58.08 58.09 58.09

6.333 55.45 55.46 55.46

6.417 52.93 52.95 52.95

6.500 50.54 50.55 50.55

6.583 48.25 48.26 48.26

6.667 46.06 46.07 46.07

6.750 43.97 43.99 43.99

6.833 41.98 41.99 41.99

6.917 40.08 40.09 40.09

7.000 38.26 38.28 38.28

7.083 36.53 36.54 36.54

7.167 34.88 34.89 34.89

7.250 33.30 33.31 33.31

7.333 31.79 31.80 31.80

7.417 30.35 30.36 30.36

7.500 28.97 28.98 28.98

7.583 27.66 27.67 27.67

7.667 26.41 26.42 26.42

7.750 25.21 25.22 25.22

7.833 24.07 24.08 24.08

7.917 22.98 22.99 22.99

8.000 21.94 21.94 21.94

8.083 20.94 20.95 20.95

8.167 20.00 20.00 20.00

8.250 19.09 19.09 19.09

8.333 18.22 18.23 18.23

8.417 17.40 17.40 17.40

8.500 16.61 16.62 16.62
Date: 4/17/2018 File Name: CCRRT3 Page: 72

8.583 15.86 15.86 15.86

8.667 15.14 15.14 15.14

8.750 14.45 14.46 14.46

8.833 13.80 13.80 13.80

8.917 13.17 13.18 13.18

9.000 12.58 12.58 12.58

9.083 12.01 12.01 12.01

9.167 11.46 11.47 11.47

9.250 10.94 10.95 10.95

9.333 10.45 10.45 10.45

9.417 9.97 9.98 9.98

9.500 9.52 9.53 9.53

9.583 9.09 9.09 9.09

9.667 8.68 8.68 8.68

9.750 8.29 8.29 8.29

9.833 7.91 7.91 7.91

9.917 7.55 7.56 7.56

10.000 7.21 7.21 7.21

10.083 6.88 6.89 6.89

10.167 6.57 6.57 6.57

10.250 6.27 6.28 6.28

10.333 5.99 5.99 5.99

10.417 5.72 5.72 5.72

10.500 5.46 5.46 5.46

10.583 5.21 5.21 5.21

10.667 4.98 4.98 4.98

10.750 4.75 4.75 4.75

10.833 4.54 4.54 4.54

10.917 4.33 4.33 4.33

11.000 4.13 4.14 4.14

11.083 3.95 3.95 3.95

11.167 3.77 3.77 3.77

11.250 3.60 3.60 3.60

11.333 3.43 3.44 3.44

11.417 3.28 3.28 3.28

11.500 3.13 3.13 3.13

11.583 2.99 2.99 2.99

11.667 2.85 2.85 2.85

11.750 2.72 2.72 2.72

11.833 2.60 2.60 2.60

11.917 2.48 2.48 2.48

12.000 2.37 2.37 2.37

12.083 2.26 2.26 2.26

12.167 2.16 2.16 2.16

12.250 2.06 2.06 2.06

12.333 1.97 1.97 1.97

12.417 1.88 1.88 1.88

12.500 1.79 1.80 1.80

12.583 1.71 1.71 1.71

12.667 1.64 1.64 1.64

12.750 1.56 1.56 1.56

12.833 1.49 1.49 1.49

12.917 1.42 1.42 1.42

13.000 1.36 1.36 1.36

13.083 1.30 1.30 1.30

13.167 1.24 1.24 1.24

13.250 1.18 1.18 1.18

13.333 1.13 1.13 1.13

13.417 1.08 1.08 1.08

13.500 1.03 1.03 1.03

13.583 0.98 0.98 0.98

13.667 0.94 0.94 0.94

13.750 0.90 0.90 0.90
Date: 4/17/2018 File Name: CCRRT3 Page: 73

13.833 0.85 0.85 0.85

13.917 0.82 0.82 0.82

14.000 0.78 0.78 0.78

14.083 0.74 0.74 0.74

14.167 0.71 0.71 0.71

14.250 0.68 0.68 0.68

14.333 0.65 0.65 0.65

14.417 0.62 0.62 0.62

14.500 0.59 0.59 0.59

14.583 0.56 0.56 0.56

14.667 0.54 0.54 0.54

14.750 0.51 0.51 0.51

14.833 0.49 0.49 0.49

14.917 0.47 0.47 0.47

15.000 0.45 0.45 0.45

15.083 0.43 0.43 0.43

15.167 0.41 0.41 0.41

15.250 0.39 0.39 0.39

15.333 0.37 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.34 0.34 0.34

15.583 0.32 0.32 0.32

15.667 0.31 0.31 0.31

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.27 0.27 0.27

16.000 0.26 0.26 0.26

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.19 0.19 0.19

16.667 0.18 0.18 0.18

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.15 0.15 0.15

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.12 0.12 0.12

17.500 0.11 0.11 0.11

17.583 0.11 0.11 0.11

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07

18.333 0.07 0.07 0.07

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.06 0.06 0.06

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05
Date: 4/17/2018 File Name: CCRRT3 Page: 74

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.03 0.03 0.03

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.02 0.02 0.02

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 116.637 AF
OUTFLOW VOLUME = 116.637 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 995.00 TO NODE 994.00 IS CODE = 5.2 ---------------------------------------------------------------------------- >>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< ============================================================================

ASSUMED REGULAR CHANNEL INFORMATION:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 2.53 2.50 2.50

0.167 12.47 12.35 12.35

0.250 24.03 23.89 23.89

0.333 30.93 30.85 30.85

0.417 38.53 38.44 38.44

0.500 48.59 48.47 48.47

0.583 58.74 58.62 58.62

0.667 66.72 66.62 66.62

0.750 74.62 74.53 74.53

0.833 82.88 82.78 82.78

0.917 87.57 87.51 87.51

1.000 92.00 91.95 91.95

1.083 100.94 100.83 100.83

1.167 114.17 114.01 114.01

1.250 127.32 127.16 127.16

1.333 137.05 136.93 136.93

1.417 145.34 145.24 145.24

1.500 158.44 158.28 158.28

1.583 173.89 173.70 173.70

1.667 185.05 184.92 184.92

1.750 197.66 197.51 197.51

1.833 216.68 216.45 216.45

1.917 233.78 233.58 233.58

2.000 244.71 244.58 244.58

2.083 258.07 257.90 257.90

2.167 283.61 283.30 283.30

2.250 323.41 322.92 322.92

2.333 364.20 363.70 363.70

2.417 396.35 395.96 395.96

2.500 449.34 448.69 448.69

2.583 524.72 523.80 523.80

2.667 589.27 588.48 588.48

2.750 607.48 607.26 607.26

2.833 568.53 569.01 569.01

2.917 521.77 522.34 522.34

3.000 494.64 494.97 494.97

3.083 469.00 469.31 469.31

3.167 440.67 441.01 441.01

3.250 417.45 417.73 417.73

3.333 399.23 399.45 399.45

3.417 383.21 383.41 383.41

3.500 367.65 367.84 367.84

3.583 352.89 353.07 353.07

3.667 338.58 338.75 338.75

3.750 324.12 324.29 324.29

3.833 307.70 307.90 307.90

3.917 289.21 289.43 289.43
Date: 4/17/2018 File Name: CCRRT3 Page: 76

4.000 271.01 271.24 271.24

4.083 253.81 254.02 254.02

4.167 237.51 237.71 237.71

4.250 221.78 221.98 221.98

4.333 206.75 206.93 206.93

4.417 192.31 192.48 192.48

4.500 177.00 177.19 177.19

4.583 159.73 159.94 159.94

4.667 143.52 143.72 143.72

4.750 132.39 132.53 132.53

4.833 125.67 125.75 125.75

4.917 120.37 120.44 120.44

5.000 115.36 115.43 115.43

5.083 110.50 110.56 110.56

5.167 105.76 105.82 105.82

5.250 101.14 101.19 101.19

5.333 96.65 96.70 96.70

5.417 92.32 92.37 92.37

5.500 88.16 88.21 88.21

5.583 84.18 84.22 84.22

5.667 80.37 80.41 80.41

5.750 76.72 76.77 76.77

5.833 73.25 73.29 73.29

5.917 69.93 69.97 69.97

6.000 66.76 66.80 66.80

6.083 63.74 63.78 63.78

6.167 60.85 60.89 60.89

6.250 58.09 58.13 58.13

6.333 55.46 55.49 55.49

6.417 52.95 52.98 52.98

6.500 50.55 50.58 50.58

6.583 48.26 48.29 48.29

6.667 46.07 46.10 46.10

6.750 43.99 44.01 44.01

6.833 41.99 42.02 42.02

6.917 40.09 40.12 40.12

7.000 38.28 38.30 38.30

7.083 36.54 36.56 36.56

7.167 34.89 34.91 34.91

7.250 33.31 33.33 33.33

7.333 31.80 31.82 31.82

7.417 30.36 30.37 30.37

7.500 28.98 29.00 29.00

7.583 27.67 27.68 27.68

7.667 26.42 26.43 26.43

7.750 25.22 25.23 25.23

7.833 24.08 24.09 24.09

7.917 22.99 23.00 23.00

8.000 21.94 21.96 21.96

8.083 20.95 20.96 20.96

8.167 20.00 20.01 20.01

8.250 19.09 19.11 19.11

8.333 18.23 18.24 18.24

8.417 17.40 17.41 17.41

8.500 16.62 16.63 16.63

8.583 15.86 15.87 15.87

8.667 15.14 15.15 15.15

8.750 14.46 14.47 14.47

8.833 13.80 13.81 13.81

8.917 13.18 13.19 13.19

9.000 12.58 12.59 12.59

9.083 12.01 12.02 12.02

9.167 11.47 11.47 11.47
Date: 4/17/2018 File Name: CCRRT3 Page: 77

9.250 10.95 10.95 10.95

9.333 10.45 10.46 10.46

9.417 9.98 9.98 9.98

9.500 9.53 9.53 9.53

9.583 9.09 9.10 9.10

9.667 8.68 8.69 8.69

9.750 8.29 8.29 8.29

9.833 7.91 7.92 7.92

9.917 7.56 7.56 7.56

10.000 7.21 7.22 7.22

10.083 6.89 6.89 6.89

10.167 6.57 6.58 6.58

10.250 6.28 6.28 6.28

10.333 5.99 6.00 6.00

10.417 5.72 5.72 5.72

10.500 5.46 5.46 5.46

10.583 5.21 5.22 5.22

10.667 4.98 4.98 4.98

10.750 4.75 4.75 4.75

10.833 4.54 4.54 4.54

10.917 4.33 4.33 4.33

11.000 4.14 4.14 4.14

11.083 3.95 3.95 3.95

11.167 3.77 3.77 3.77

11.250 3.60 3.60 3.60

11.333 3.44 3.44 3.44

11.417 3.28 3.28 3.28

11.500 3.13 3.13 3.13

11.583 2.99 2.99 2.99

11.667 2.85 2.86 2.86

11.750 2.72 2.73 2.73

11.833 2.60 2.60 2.60

11.917 2.48 2.48 2.48

12.000 2.37 2.37 2.37

12.083 2.26 2.26 2.26

12.167 2.16 2.16 2.16

12.250 2.06 2.06 2.06

12.333 1.97 1.97 1.97

12.417 1.88 1.88 1.88

12.500 1.80 1.80 1.80

12.583 1.71 1.71 1.71

12.667 1.64 1.64 1.64

12.750 1.56 1.56 1.56

12.833 1.49 1.49 1.49

12.917 1.42 1.42 1.42

13.000 1.36 1.36 1.36

13.083 1.30 1.30 1.30

13.167 1.24 1.24 1.24

13.250 1.18 1.18 1.18

13.333 1.13 1.13 1.13

13.417 1.08 1.08 1.08

13.500 1.03 1.03 1.03

13.583 0.98 0.98 0.98

13.667 0.94 0.94 0.94

13.750 0.90 0.90 0.90

13.833 0.85 0.86 0.86

13.917 0.82 0.82 0.82

14.000 0.78 0.78 0.78

14.083 0.74 0.74 0.74

14.167 0.71 0.71 0.71

14.250 0.68 0.68 0.68

14.333 0.65 0.65 0.65

14.417 0.62 0.62 0.62
Date: 4/17/2018 File Name: CCRRT3 Page: 78

14.500 0.59 0.59 0.59

14.583 0.56 0.56 0.56

14.667 0.54 0.54 0.54

14.750 0.51 0.51 0.51

14.833 0.49 0.49 0.49

14.917 0.47 0.47 0.47

15.000 0.45 0.45 0.45

15.083 0.43 0.43 0.43

15.167 0.41 0.41 0.41

15.250 0.39 0.39 0.39

15.333 0.37 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.34 0.34 0.34

15.583 0.32 0.32 0.32

15.667 0.31 0.31 0.31

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.27 0.27 0.27

16.000 0.26 0.26 0.26

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.19 0.19 0.19

16.667 0.18 0.18 0.18

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.15 0.15 0.15

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.12 0.12 0.12

17.500 0.11 0.11 0.11

17.583 0.11 0.11 0.11

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07

18.333 0.07 0.07 0.07

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.06 0.06 0.06

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03
Date: 4/17/2018 File Name: CCRRT3 Page: 79

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.03 0.03 0.03

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.02 0.02 0.02

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 116.637 AF
OUTFLOW VOLUME = 116.637 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 994.00 TO NODE 993.00 IS CODE = 5.2 ---------------------------------------------------------------------------- >>>>>MODEL CHANNEL ROUTING OF STREAM #1 BY THE CONVEX METHOD<<<<< ============================================================================

ASSUMED REGULAR CHANNEL INFORMATION:

MAXIMUM INFLOW(CFS) = 607.26
AVERAGE FLOWRATE IN EXCESS OF 50% MAXIMUM INFLOW = 432.00 CHANNEL NORMAL VELOCITY FOR Q = 432.00 CFS = 23.07 FPS
ESTIMATED CHANNEL ROUTING COEFFICIENT = 0.931
MODIFIED CHANNEL ROUTING COEFFICIENT FOR 5-MINUTE
Date: 4/17/2018 File Name: CCRRT3 Page: 80
UNIT INTERVALS IS CSTAR = 1.000
CONVEX METHOD CHANNEL ROUTING RESULTS:

OUTFLOW LESS

MODEL INFLOW ROUTED LOSS
TIME (STREAM 1) FLOW (STREAM 1)
(HRS) (CFS) (CFS) (CFS)

0.083 2.50 2.47 2.47

0.167 12.35 12.22 12.22

0.250 23.89 23.74 23.74

0.333 30.85 30.76 30.76

0.417 38.44 38.34 38.34

0.500 48.47 48.33 48.33

0.583 58.62 58.49 58.49

0.667 66.62 66.51 66.51

0.750 74.53 74.42 74.42

0.833 82.78 82.67 82.67

0.917 87.51 87.45 87.45

1.000 91.95 91.89 91.89

1.083 100.83 100.71 100.71

1.167 114.01 113.84 113.84

1.250 127.16 126.99 126.99

1.333 136.93 136.80 136.80

1.417 145.24 145.13 145.13

1.500 158.28 158.11 158.11

1.583 173.70 173.50 173.50

1.667 184.92 184.77 184.77

1.750 197.51 197.35 197.35

1.833 216.45 216.20 216.20

1.917 233.58 233.35 233.35

2.000 244.58 244.43 244.43

2.083 257.90 257.73 257.73

2.167 283.30 282.97 282.97

2.250 322.92 322.41 322.41

2.333 363.70 363.17 363.17

2.417 395.96 395.54 395.54

2.500 448.69 448.00 448.00

2.583 523.80 522.82 522.82

2.667 588.48 587.64 587.64

2.750 607.26 607.01 607.01

2.833 569.01 569.51 569.51

2.917 522.34 522.95 522.95

3.000 494.97 495.33 495.33

3.083 469.31 469.64 469.64

3.167 441.01 441.38 441.38

3.250 417.73 418.04 418.04

3.333 399.45 399.69 399.69

3.417 383.41 383.61 383.61

3.500 367.84 368.04 368.04

3.583 353.07 353.26 353.26

3.667 338.75 338.94 338.94

3.750 324.29 324.48 324.48

3.833 307.90 308.12 308.12

3.917 289.43 289.67 289.67

4.000 271.24 271.47 271.47

4.083 254.02 254.25 254.25

4.167 237.71 237.92 237.92

4.250 221.98 222.18 222.18

4.333 206.93 207.13 207.13

4.417 192.48 192.67 192.67

4.500 177.19 177.39 177.39

4.583 159.94 160.16 160.16
Date: 4/17/2018 File Name: CCRRT3 Page: 81

4.667 143.72 143.93 143.93

4.750 132.53 132.67 132.67

4.833 125.75 125.84 125.84

4.917 120.44 120.51 120.51

5.000 115.43 115.49 115.49

5.083 110.56 110.63 110.63

5.167 105.82 105.88 105.88

5.250 101.19 101.25 101.25

5.333 96.70 96.76 96.76

5.417 92.37 92.43 92.43

5.500 88.21 88.26 88.26

5.583 84.22 84.28 84.28

5.667 80.41 80.46 80.46

5.750 76.77 76.82 76.82

5.833 73.29 73.34 73.34

5.917 69.97 70.01 70.01

6.000 66.80 66.84 66.84

6.083 63.78 63.81 63.81

6.167 60.89 60.92 60.92

6.250 58.13 58.16 58.16

6.333 55.49 55.53 55.53

6.417 52.98 53.01 53.01

6.500 50.58 50.61 50.61

6.583 48.29 48.32 48.32

6.667 46.10 46.13 46.13

6.750 44.01 44.04 44.04

6.833 42.02 42.05 42.05

6.917 40.12 40.14 40.14

7.000 38.30 38.32 38.32

7.083 36.56 36.59 36.59

7.167 34.91 34.93 34.93

7.250 33.33 33.35 33.35

7.333 31.82 31.84 31.84

7.417 30.37 30.39 30.39

7.500 29.00 29.02 29.02

7.583 27.68 27.70 27.70

7.667 26.43 26.45 26.45

7.750 25.23 25.25 25.25

7.833 24.09 24.10 24.10

7.917 23.00 23.01 23.01

8.000 21.96 21.97 21.97

8.083 20.96 20.98 20.98

8.167 20.01 20.02 20.02

8.250 19.11 19.12 19.12

8.333 18.24 18.25 18.25

8.417 17.41 17.42 17.42

8.500 16.63 16.64 16.64

8.583 15.87 15.88 15.88

8.667 15.15 15.16 15.16

8.750 14.47 14.48 14.48

8.833 13.81 13.82 13.82

8.917 13.19 13.19 13.19

9.000 12.59 12.60 12.60

9.083 12.02 12.03 12.03

9.167 11.47 11.48 11.48

9.250 10.95 10.96 10.96

9.333 10.46 10.46 10.46

9.417 9.98 9.99 9.99

9.500 9.53 9.54 9.54

9.583 9.10 9.11 9.11

9.667 8.69 8.69 8.69

9.750 8.29 8.30 8.30

9.833 7.92 7.92 7.92
Date: 4/17/2018 File Name: CCRRT3 Page: 82

9.917 7.56 7.56 7.56

10.000 7.22 7.22 7.22

10.083 6.89 6.89 6.89

10.167 6.58 6.58 6.58

10.250 6.28 6.28 6.28

10.333 6.00 6.00 6.00

10.417 5.72 5.73 5.73

10.500 5.46 5.47 5.47

10.583 5.22 5.22 5.22

10.667 4.98 4.98 4.98

10.750 4.75 4.76 4.76

10.833 4.54 4.54 4.54

10.917 4.33 4.34 4.34

11.000 4.14 4.14 4.14

11.083 3.95 3.95 3.95

11.167 3.77 3.77 3.77

11.250 3.60 3.60 3.60

11.333 3.44 3.44 3.44

11.417 3.28 3.28 3.28

11.500 3.13 3.13 3.13

11.583 2.99 2.99 2.99

11.667 2.86 2.86 2.86

11.750 2.73 2.73 2.73

11.833 2.60 2.60 2.60

11.917 2.48 2.49 2.49

12.000 2.37 2.37 2.37

12.083 2.26 2.27 2.27

12.167 2.16 2.16 2.16

12.250 2.06 2.07 2.07

12.333 1.97 1.97 1.97

12.417 1.88 1.88 1.88

12.500 1.80 1.80 1.80

12.583 1.71 1.72 1.72

12.667 1.64 1.64 1.64

12.750 1.56 1.56 1.56

12.833 1.49 1.49 1.49

12.917 1.42 1.43 1.43

13.000 1.36 1.36 1.36

13.083 1.30 1.30 1.30

13.167 1.24 1.24 1.24

13.250 1.18 1.18 1.18

13.333 1.13 1.13 1.13

13.417 1.08 1.08 1.08

13.500 1.03 1.03 1.03

13.583 0.98 0.98 0.98

13.667 0.94 0.94 0.94

13.750 0.90 0.90 0.90

13.833 0.86 0.86 0.86

13.917 0.82 0.82 0.82

14.000 0.78 0.78 0.78

14.083 0.74 0.74 0.74

14.167 0.71 0.71 0.71

14.250 0.68 0.68 0.68

14.333 0.65 0.65 0.65

14.417 0.62 0.62 0.62

14.500 0.59 0.59 0.59

14.583 0.56 0.56 0.56

14.667 0.54 0.54 0.54

14.750 0.51 0.51 0.51

14.833 0.49 0.49 0.49

14.917 0.47 0.47 0.47

15.000 0.45 0.45 0.45

15.083 0.43 0.43 0.43
Date: 4/17/2018 File Name: CCRRT3 Page: 83

15.167 0.41 0.41 0.41

15.250 0.39 0.39 0.39

15.333 0.37 0.37 0.37

15.417 0.35 0.35 0.35

15.500 0.34 0.34 0.34

15.583 0.32 0.32 0.32

15.667 0.31 0.31 0.31

15.750 0.29 0.29 0.29

15.833 0.28 0.28 0.28

15.917 0.27 0.27 0.27

16.000 0.26 0.26 0.26

16.083 0.24 0.24 0.24

16.167 0.23 0.23 0.23

16.250 0.22 0.22 0.22

16.333 0.21 0.21 0.21

16.417 0.20 0.20 0.20

16.500 0.19 0.19 0.19

16.583 0.19 0.19 0.19

16.667 0.18 0.18 0.18

16.750 0.17 0.17 0.17

16.833 0.16 0.16 0.16

16.917 0.15 0.15 0.15

17.000 0.15 0.15 0.15

17.083 0.14 0.14 0.14

17.167 0.13 0.13 0.13

17.250 0.13 0.13 0.13

17.333 0.12 0.12 0.12

17.417 0.12 0.12 0.12

17.500 0.11 0.11 0.11

17.583 0.11 0.11 0.11

17.667 0.10 0.10 0.10

17.750 0.10 0.10 0.10

17.833 0.09 0.09 0.09

17.917 0.09 0.09 0.09

18.000 0.08 0.08 0.08

18.083 0.08 0.08 0.08

18.167 0.08 0.08 0.08

18.250 0.07 0.07 0.07

18.333 0.07 0.07 0.07

18.417 0.07 0.07 0.07

18.500 0.06 0.06 0.06

18.583 0.06 0.06 0.06

18.667 0.06 0.06 0.06

18.750 0.06 0.06 0.06

18.833 0.05 0.05 0.05

18.917 0.05 0.05 0.05

19.000 0.05 0.05 0.05

19.083 0.05 0.05 0.05

19.167 0.04 0.04 0.04

19.250 0.04 0.04 0.04

19.333 0.04 0.04 0.04

19.417 0.04 0.04 0.04

19.500 0.04 0.04 0.04

19.583 0.03 0.03 0.03

19.667 0.03 0.03 0.03

19.750 0.03 0.03 0.03

19.833 0.03 0.03 0.03

19.917 0.03 0.03 0.03

20.000 0.03 0.03 0.03

20.083 0.03 0.03 0.03

20.167 0.03 0.03 0.03

20.250 0.02 0.02 0.02

20.333 0.02 0.02 0.02
Date: 4/17/2018 File Name: CCRRT3 Page: 84

20.417 0.02 0.02 0.02

20.500 0.02 0.02 0.02

20.583 0.02 0.02 0.02

20.667 0.02 0.02 0.02

20.750 0.02 0.02 0.02

20.833 0.02 0.02 0.02

20.917 0.02 0.02 0.02

21.000 0.02 0.02 0.02

21.083 0.02 0.02 0.02

21.167 0.01 0.01 0.01

21.250 0.01 0.01 0.01

21.333 0.01 0.01 0.01

21.417 0.01 0.01 0.01

21.500 0.01 0.01 0.01

21.583 0.01 0.01 0.01

21.667 0.01 0.01 0.01

21.750 0.01 0.01 0.01

21.833 0.01 0.01 0.01

21.917 0.01 0.01 0.01

22.000 0.01 0.01 0.01
============================================================================ PROCESS SUMMARY OF STORAGE:

INFLOW VOLUME = 116.637 AF
OUTFLOW VOLUME = 116.637 AF
LOSS VOLUME = 0.000 AF
**************************************************************************** FLOW PROCESS FROM NODE 993.00 TO NODE 992.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE

STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW

VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:

UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):

PIPELENGTH(FT) = 1545.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 2412.00
DOWNSTREAM ELEVATION(FT) = 2379.00
PIPE DIAMETER(FT) = 6.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:

TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)

0.083 2.47 0.91 0.00 0.000

0.167 12.22 4.50 0.00 0.000

0.250 23.74 8.73 20.19 0.000

0.333 30.76 11.31 32.53 0.000

0.417 38.34 11.96 35.83 0.000

0.500 48.33 12.74 46.10 0.000

0.583 58.49 13.53 57.43 0.000

0.667 66.51 14.07 64.43 0.000

0.750 74.42 14.55 72.42 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 85

0.833 82.67 15.04 80.72 0.000

0.917 87.45 15.33 86.38 0.000

1.000 91.89 15.60 90.93 0.000

1.083 100.71 16.01 98.67 0.000

1.167 113.84 16.62 110.95 0.000

1.250 126.99 17.19 124.23 0.000

1.333 136.80 17.55 134.71 0.000

1.417 145.13 17.86 143.42 0.000

1.500 158.11 18.33 155.53 0.000

1.583 173.50 18.85 170.53 0.000

1.667 184.77 19.23 182.70 0.000

1.750 197.35 19.53 194.78 0.000

1.833 216.20 19.96 212.45 0.000

1.917 233.35 20.36 230.11 0.000

2.000 244.43 20.61 242.41 0.000

2.083 257.73 20.87 255.19 0.000

2.167 282.97 21.33 278.25 0.000

2.250 322.41 22.12 315.67 0.000

2.333 363.17 22.76 356.06 0.000

2.417 395.54 23.13 389.66 0.000

2.500 448.00 23.80 439.11 0.000

2.583 522.82 24.50 509.85 0.000

2.667 587.64 24.87 575.86 0.000

2.750 607.01 24.92 603.28 0.000

2.833 569.51 24.79 576.63 0.000

2.917 522.95 24.50 531.32 0.000

3.000 495.33 24.30 500.30 0.000

3.083 469.64 24.03 473.96 0.000

3.167 441.38 23.73 446.25 0.000

3.250 418.04 23.43 421.94 0.000

3.333 399.69 23.18 402.78 0.000

3.417 383.61 23.01 386.56 0.000

3.500 368.04 22.83 370.89 0.000

3.583 353.26 22.62 355.86 0.000

3.667 338.94 22.41 341.49 0.000

3.750 324.48 22.16 326.94 0.000

3.833 308.12 21.86 310.96 0.000

3.917 289.67 21.47 292.77 0.000

4.000 271.47 21.11 274.72 0.000

4.083 254.25 20.81 257.54 0.000

4.167 237.92 20.46 240.97 0.000

4.250 222.18 20.09 225.12 0.000

4.333 207.13 19.75 210.06 0.000

4.417 192.67 19.42 195.60 0.000

4.500 177.39 18.98 180.35 0.000

4.583 160.16 18.40 163.45 0.000

4.667 143.93 17.82 147.16 0.000

4.750 132.67 17.40 135.01 0.000

4.833 125.84 17.15 127.31 0.000

4.917 120.51 16.92 121.62 0.000

5.000 115.49 16.69 116.53 0.000

5.083 110.63 16.47 111.66 0.000

5.167 105.88 16.25 106.92 0.000

5.250 101.25 16.04 102.30 0.000

5.333 96.76 15.83 97.80 0.000

5.417 92.43 15.63 93.44 0.000

5.500 88.26 15.38 89.16 0.000

5.583 84.28 15.14 85.16 0.000

5.667 80.46 14.91 81.34 0.000

5.750 76.82 14.69 77.68 0.000

5.833 73.34 14.48 74.19 0.000

5.917 70.01 14.28 70.85 0.000

6.000 66.84 14.09 67.66 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 86

6.083 63.81 13.91 64.62 0.000

6.167 60.92 13.72 61.68 0.000

6.250 58.16 13.50 58.85 0.000

6.333 55.53 13.30 56.21 0.000

6.417 53.01 13.10 53.68 0.000

6.500 50.61 12.91 51.27 0.000

6.583 48.32 12.74 48.96 0.000

6.667 46.13 12.57 46.76 0.000

6.750 44.04 12.40 44.66 0.000

6.833 42.05 12.25 42.65 0.000

6.917 40.14 12.10 40.73 0.000

7.000 38.32 11.96 38.90 0.000

7.083 36.59 11.82 37.15 0.000

7.167 34.93 11.69 35.48 0.000

7.250 33.35 11.57 33.89 0.000

7.333 31.84 11.45 32.36 0.000

7.417 30.39 11.18 30.71 0.000

7.500 29.02 10.67 29.02 0.000

7.583 27.70 10.19 27.70 0.000

7.667 26.45 9.73 26.45 0.000

7.750 25.25 9.29 25.25 0.000

7.833 24.10 8.87 24.10 0.000

7.917 23.01 8.46 23.01 0.000

8.000 21.97 8.08 21.97 0.000

8.083 20.98 7.72 20.98 0.000

8.167 20.02 7.37 20.02 0.000

8.250 19.12 7.03 19.12 0.000

8.333 18.25 6.71 18.25 0.000

8.417 17.42 6.41 17.42 0.000

8.500 16.64 6.12 16.64 0.000

8.583 15.88 5.84 15.88 0.000

8.667 15.16 5.58 15.16 0.000

8.750 14.48 5.32 14.48 0.000

8.833 13.82 5.08 14.00 0.000

8.917 13.19 4.85 13.64 0.000

9.000 12.60 4.63 12.57 0.000

9.083 12.03 4.42 12.00 0.000

9.167 11.48 4.22 11.45 0.000

9.250 10.96 4.03 10.94 0.000

9.333 10.46 3.85 10.44 0.000

9.417 9.99 3.67 9.97 0.000

9.500 9.54 3.51 9.52 0.000

9.583 9.11 3.35 9.08 0.000

9.667 8.69 3.20 8.67 0.000

9.750 8.30 3.05 8.28 0.000

9.833 7.92 2.91 7.91 0.000

9.917 7.56 2.78 7.55 0.000

10.000 7.22 2.66 7.21 0.000

10.083 6.89 2.54 6.88 0.000

10.167 6.58 2.42 6.78 0.000

10.250 6.28 2.31 6.68 0.000

10.333 6.00 2.21 5.96 0.000

10.417 5.73 2.11 5.69 0.000

10.500 5.47 2.01 5.43 0.000

10.583 5.22 1.92 5.18 0.000

10.667 4.98 1.83 4.95 0.000

10.750 4.76 1.75 4.72 0.000

10.833 4.54 1.67 4.51 0.000

10.917 4.34 1.60 4.31 0.000

11.000 4.14 1.52 4.49 0.000

11.083 3.95 1.45 4.17 0.000

11.167 3.77 1.39 3.72 0.000

11.250 3.60 1.33 3.55 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 87

11.333 3.44 1.27 3.39 0.000

11.417 3.28 1.21 3.24 0.000

11.500 3.13 1.15 3.09 0.000

11.583 2.99 1.10 3.19 0.000

11.667 2.86 1.05 3.20 0.000

11.750 2.73 1.00 2.66 0.000

11.833 2.60 0.96 2.54 0.000

11.917 2.49 0.91 2.42 0.000

12.000 2.37 0.87 2.31 0.000

12.083 2.27 0.83 2.57 0.000

12.167 2.16 0.80 2.37 0.000

12.250 2.07 0.76 1.99 0.000

12.333 1.97 0.73 1.90 0.000

12.417 1.88 0.69 1.81 0.000

12.500 1.80 0.66 2.13 0.000

12.583 1.72 0.63 1.86 0.000

12.667 1.64 0.60 1.55 0.000

12.750 1.56 0.58 1.48 0.000

12.833 1.49 0.55 1.61 0.000

12.917 1.43 0.52 1.77 0.000

13.000 1.36 0.50 1.26 0.000

13.083 1.30 0.50 1.20 0.000

13.167 1.24 0.50 1.42 0.000

13.250 1.18 0.50 1.44 0.000

13.333 1.13 0.50 1.02 0.000

13.417 1.08 0.50 0.97 0.000

13.500 1.03 0.50 1.49 0.000

13.583 0.98 0.50 0.93 0.000

13.667 0.94 0.50 0.82 0.000

13.750 0.90 0.50 1.17 0.000

13.833 0.86 0.50 0.97 0.000

13.917 0.82 0.50 1.30 0.000

14.000 0.78 0.50 1.26 0.000

14.083 0.74 0.50 1.20 0.000

14.167 0.71 0.50 1.15 0.000

14.250 0.68 0.50 1.09 0.000

14.333 0.65 0.50 1.05 0.000

14.417 0.62 0.50 1.00 0.000

14.500 0.59 0.50 0.95 0.000

14.583 0.56 0.50 0.91 0.000

14.667 0.54 0.50 0.87 0.000

14.750 0.51 0.50 0.83 0.000

14.833 0.49 0.50 0.79 0.000

14.917 0.47 0.50 0.76 0.000

15.000 0.45 0.50 0.72 0.000

15.083 0.43 0.50 0.69 0.000

15.167 0.41 0.50 0.66 0.000

15.250 0.39 0.50 0.63 0.000

15.333 0.37 0.50 0.60 0.000

15.417 0.35 0.50 0.57 0.000

15.500 0.34 0.50 0.55 0.000

15.583 0.32 0.50 0.52 0.000

15.667 0.31 0.50 0.50 0.000

15.750 0.29 0.50 0.48 0.000

15.833 0.28 0.50 0.45 0.000

15.917 0.27 0.50 0.43 0.000

16.000 0.26 0.50 0.41 0.000

16.083 0.24 0.50 0.39 0.000

16.167 0.23 0.50 0.38 0.000

16.250 0.22 0.50 0.36 0.000

16.333 0.21 0.50 0.34 0.000

16.417 0.20 0.50 0.33 0.000

16.500 0.19 0.50 0.31 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 88

16.583 0.19 0.50 0.30 0.000

16.667 0.18 0.50 0.29 0.000

16.750 0.17 0.50 0.27 0.000

16.833 0.16 0.50 0.26 0.000

16.917 0.15 0.50 0.25 0.000

17.000 0.15 0.50 0.24 0.000

17.083 0.14 0.50 0.23 0.000

17.167 0.13 0.50 0.22 0.000

17.250 0.13 0.50 0.21 0.000

17.333 0.12 0.50 0.20 0.000

17.417 0.12 0.50 0.19 0.000

17.500 0.11 0.50 0.18 0.000

17.583 0.11 0.50 0.17 0.000

17.667 0.10 0.50 0.16 0.000

17.750 0.10 0.50 0.16 0.000

17.833 0.09 0.50 0.15 0.000

17.917 0.09 0.50 0.14 0.000

18.000 0.08 0.50 0.14 0.000

18.083 0.08 0.50 0.13 0.000

18.167 0.08 0.50 0.12 0.000

18.250 0.07 0.50 0.12 0.000

18.333 0.07 0.50 0.11 0.000

18.417 0.07 0.50 0.11 0.000

18.500 0.06 0.50 0.10 0.000

18.583 0.06 0.50 0.10 0.000

18.667 0.06 0.50 0.09 0.000

18.750 0.06 0.50 0.09 0.000

18.833 0.05 0.50 0.09 0.000

18.917 0.05 0.50 0.08 0.000

19.000 0.05 0.50 0.08 0.000

19.083 0.05 0.50 0.07 0.000

19.167 0.04 0.50 0.07 0.000

19.250 0.04 0.50 0.07 0.000

19.333 0.04 0.50 0.06 0.000

19.417 0.04 0.50 0.06 0.000

19.500 0.04 0.50 0.06 0.000

19.583 0.03 0.50 0.06 0.000

19.667 0.03 0.50 0.05 0.000

19.750 0.03 0.50 0.05 0.000

19.833 0.03 0.50 0.05 0.000

19.917 0.03 0.50 0.05 0.000

20.000 0.03 0.50 0.04 0.000

20.083 0.03 0.50 0.04 0.000

20.167 0.03 0.50 0.04 0.000

20.250 0.02 0.50 0.04 0.000

20.333 0.02 0.50 0.04 0.000

20.417 0.02 0.50 0.04 0.000

20.500 0.02 0.50 0.03 0.000

20.583 0.02 0.50 0.03 0.000

20.667 0.02 0.50 0.03 0.000

20.750 0.02 0.50 0.03 0.000

20.833 0.02 0.50 0.03 0.000

20.917 0.02 0.50 0.03 0.000

21.000 0.02 0.50 0.03 0.000

21.083 0.02 0.50 0.02 0.000

21.167 0.01 0.50 0.02 0.000

21.250 0.01 0.50 0.02 0.000

21.333 0.01 0.50 0.02 0.000

21.417 0.01 0.50 0.02 0.000

21.500 0.01 0.50 0.02 0.000

21.583 0.01 0.50 0.02 0.000

21.667 0.01 0.50 0.02 0.000

21.750 0.01 0.50 0.02 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 89

21.833 0.01 0.50 0.02 0.000

21.917 0.01 0.50 0.02 0.000

22.000 0.01 0.50 0.01 0.000

22.083 0.01 0.50 0.01 0.000

22.167 0.01 0.50 0.01 0.000

22.250 0.01 0.50 0.01 0.000

22.333 0.01 0.50 0.01 0.000

22.417 0.01 0.50 0.01 0.000

22.500 0.01 0.50 0.01 0.000

22.583 0.01 0.50 0.01 0.000

22.667 0.01 0.50 0.01 0.000

22.750 0.01 0.50 0.01 0.000

22.833 0.01 0.50 0.01 0.000

22.917 0.01 0.50 0.01 0.000

23.000 0.01 0.50 0.01 0.000

23.083 0.00 0.50 0.01 0.000

23.167 0.00 0.50 0.01 0.000

23.250 0.00 0.50 0.01 0.000

23.333 0.00 0.50 0.01 0.000

23.417 0.00 0.50 0.01 0.000

23.500 0.00 0.50 0.01 0.000

23.583 0.00 0.50 0.01 0.000

23.667 0.00 0.50 0.01 0.000

23.750 0.00 0.50 0.01 0.000

23.833 0.00 0.50 0.01 0.000

23.917 0.00 0.50 0.01 0.000

24.000 0.00 0.50 0.00 0.000
**************************************************************************** FLOW PROCESS FROM NODE 992.00 TO NODE 992.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 13.100 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.100 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 90
1 13.994 22.170
2 59.664 72.355
3 78.792 30.305
4 86.766 12.632
5 91.428 7.386
6 94.514 4.890
7 96.650 3.383
8 98.044 2.209
9 98.699 1.037
10 99.289 0.935
11 99.716 0.676
12 99.929 0.338
13 100.000 0.113
Date: 4/17/2018 File Name: CCRRT3 Page: 91
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0066 0.0226
2 0.0292 0.0066 0.0226
3 0.0247 0.0066 0.0181
4 0.0337 0.0066 0.0271
5 0.0337 0.0066 0.0271
6 0.0405 0.0066 0.0339
7 0.0337 0.0066 0.0271
8 0.0405 0.0066 0.0339
9 0.0405 0.0066 0.0339
10 0.0337 0.0066 0.0271
11 0.0360 0.0066 0.0294
12 0.0405 0.0066 0.0339
13 0.0495 0.0066 0.0429
14 0.0495 0.0066 0.0429
15 0.0495 0.0066 0.0429
16 0.0450 0.0066 0.0384
17 0.0585 0.0066 0.0519
18 0.0607 0.0066 0.0541
19 0.0540 0.0066 0.0474
20 0.0607 0.0066 0.0541
21 0.0742 0.0066 0.0676
22 0.0697 0.0066 0.0631
23 0.0652 0.0066 0.0586
24 0.0675 0.0066 0.0609
25 0.0697 0.0066 0.0631
26 0.0945 0.0066 0.0879
27 0.1125 0.0066 0.1059
28 0.0787 0.0066 0.0721
29 0.1530 0.0066 0.1464
30 0.1642 0.0066 0.1576
31 0.1845 0.0066 0.1778
32 0.1327 0.0066 0.1261
33 0.0450 0.0066 0.0384
34 0.0405 0.0066 0.0339
35 0.0405 0.0066 0.0339
36 0.0135 0.0066 0.0069
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.24
TOTAL EFFECTIVE RAINFALL(INCHES) = 2.01
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.2610
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 2.1940
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 92
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 7.5 15.0 22.5 30.0
----------------------------------------------------------------------------

0.083 0.0035 0.50 Q . . . .

0.167 0.0182 2.14 V Q . . . .

0.250 0.0369 2.72 V Q . . . .

0.333 0.0568 2.88 .V Q . . . .

0.417 0.0813 3.56 .V Q . . . .

0.500 0.1091 4.04 .V Q . . . .

0.583 0.1404 4.54 . V Q . . . .

0.667 0.1713 4.50 . V Q . . . .

0.750 0.2052 4.92 . V Q . . . .

0.833 0.2395 4.98 . V Q . . . .

0.917 0.2714 4.64 . V Q . . . .

1.000 0.3041 4.75 . VQ . . . .

1.083 0.3405 5.29 . VQ . . . .

1.167 0.3824 6.08 . V Q . . . .

1.250 0.4265 6.41 . VQ . . . .

1.333 0.4709 6.45 . Q . . . .

1.417 0.5157 6.51 . QV. . . .

1.500 0.5671 7.46 . QV . . .

1.583 0.6212 7.86 . QV . . .

1.667 0.6746 7.75 . Q V . . .

1.750 0.7328 8.45 . .Q V . . .

1.833 0.7984 9.53 . . Q V . . .

1.917 0.8645 9.60 . . Q V . . .

2.000 0.9293 9.41 . . Q V . . .

2.083 0.9951 9.56 . . Q V . . .

2.167 1.0663 10.33 . . Q V. . .

2.250 1.1532 12.63 . . Q .V . .

2.333 1.2495 13.97 . . Q . V . .

2.417 1.3463 14.06 . . Q . V . .

2.500 1.4777 19.09 . . . QV . .

2.583 1.6323 22.44 . . . Q. .

2.667 1.7973 23.96 . . . .QV .

2.750 1.9319 19.53 . . . Q . V .

2.833 2.0157 12.17 . . Q . . V .

2.917 2.0774 8.96 . .Q . . V .

3.000 2.1258 7.03 . Q. . . V .

3.083 2.1542 4.13 . Q . . . V.

3.167 2.1700 2.29 . Q . . . V.

3.250 2.1794 1.38 .Q . . . V.

3.333 2.1855 0.88 .Q . . . V.

3.417 2.1894 0.57 Q . . . V.

3.500 2.1917 0.33 Q . . . V.

3.583 2.1929 0.17 Q . . . V.

3.667 2.1935 0.09 Q . . . V.

3.750 2.1938 0.05 Q . . . V.

3.833 2.1939 0.02 Q . . . V.

3.917 2.1940 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Date: 4/17/2018 File Name: CCRRT3 Page: 93
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 235.0
10% 175.0
20% 130.0
30% 90.0
40% 50.0
50% 40.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 992.00 TO NODE 992.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0
----------------------------------------------------------------------------

0.083 0.0035 0.50 Q . . . .

0.167 0.0182 2.14 Q . . . .

0.250 0.1759 22.91 VQ . . . .

0.333 0.4198 35.42 V Q . . . .

0.417 0.6912 39.40 V Q . . . .

0.500 1.0365 50.13 V Q . . . .

0.583 1.4632 61.97 V Q . . . .

0.667 1.9380 68.93 V Q . . . .

0.750 2.4706 77.34 V Q . . . .

0.833 3.0608 85.70 .V Q . . . .

0.917 3.6876 91.01 .V Q . . . .

1.000 4.3465 95.67 .V Q . . . .

1.083 5.0625 103.96 .V Q . . . .

1.167 5.8684 117.02 .V Q . . . .

1.250 6.7681 130.63 . V Q . . . .

1.333 7.7402 141.15 . V Q . . . .

1.417 8.7728 149.92 . V Q . . . .

1.500 9.8953 162.99 . V Q. . . .

1.583 11.1238 178.39 . V Q . . .

1.667 12.4354 190.44 . V Q . . .

1.750 13.8351 203.23 . V .Q . . .

1.833 15.3638 221.97 . V . Q . . .

1.917 17.0147 239.71 . V . Q . . .

2.000 18.7490 251.82 . V . Q . . .

2.083 20.5723 264.75 . V . Q . . .

2.167 22.5598 288.58 . V . Q . . .

2.250 24.8208 328.29 . V . Q . . .

2.333 27.3692 370.03 . V. .Q . .

2.417 30.1496 403.71 . V . Q . .

2.500 33.3053 458.20 . .V . Q . .

2.583 36.9711 532.29 . . V . Q .

2.667 41.1022 599.83 . . V . . Q .

2.750 45.3915 622.81 . . V . . Q .

2.833 49.4466 588.80 . . V . . Q .

2.917 53.1675 540.27 . . V . Q .

3.000 56.6614 507.33 . . V. Q . .

Date: 4/17/2018 File Name: CCRRT3 Page: 94

3.083 59.9541 478.09 . . V Q . .

3.167 63.0431 448.53 . . .V Q . .

3.250 65.9585 423.31 . . . V Q . .

3.333 68.7385 403.65 . . . Q . .

3.417 71.4046 387.13 . . . Q V . .

3.500 73.9613 371.22 . . .Q V . .

3.583 76.4133 356.03 . . Q V . .

3.667 78.7657 341.57 . . Q. V . .

3.750 81.0177 326.99 . . Q . V . .

3.833 83.1594 310.98 . . Q . V . .

3.917 85.1758 292.78 . . Q . V . .

4.000 87.0679 274.73 . . Q . V. .

4.083 88.8416 257.54 . . Q . V. .

4.167 90.5012 240.97 . . Q . V .

4.250 92.0516 225.12 . . Q . V .

4.333 93.4983 210.06 . . Q . .V .

4.417 94.8454 195.60 . .Q . .V .

4.500 96.0874 180.35 . Q . . V .

4.583 97.2132 163.45 . Q. . . V .

4.667 98.2266 147.16 . Q . . . V .

4.750 99.1565 135.01 . Q . . . V .

4.833 100.0333 127.31 . Q . . . V .

4.917 100.8709 121.62 . Q . . . V .

5.000 101.6735 116.53 . Q . . . V .

5.083 102.4425 111.66 . Q . . . V .

5.167 103.1789 106.92 . Q . . . V .

5.250 103.8834 102.30 . Q . . . V .

5.333 104.5569 97.80 . Q . . . V .

5.417 105.2005 93.44 . Q . . . V .

5.500 105.8145 89.16 . Q . . . V .

5.583 106.4011 85.16 . Q . . . V .

5.667 106.9612 81.34 . Q . . . V .

5.750 107.4962 77.68 . Q . . . V .

5.833 108.0071 74.19 . Q . . . V .

5.917 108.4951 70.85 . Q . . . V .

6.000 108.9611 67.66 . Q . . . V .

6.083 109.4061 64.62 . Q . . . V .

6.167 109.8309 61.68 . Q . . . V .

6.250 110.2362 58.85 . Q . . . V .

6.333 110.6233 56.21 . Q . . . V .

6.417 110.9930 53.68 . Q . . . V .

6.500 111.3461 51.27 . Q . . . V .

6.583 111.6833 48.96 . Q . . . V .

6.667 112.0053 46.76 . Q . . . V .

6.750 112.3129 44.66 . Q . . . V .

6.833 112.6067 42.65 . Q . . . V .

6.917 112.8872 40.73 . Q . . . V .

7.000 113.1551 38.90 . Q . . . V .

7.083 113.4110 37.15 . Q . . . V .

7.167 113.6554 35.48 . Q . . . V .

7.250 113.8888 33.89 .Q . . . V .

7.333 114.1116 32.36 .Q . . . V .

7.417 114.3231 30.71 .Q . . . V .

7.500 114.5230 29.02 .Q . . . V .

7.583 114.7138 27.70 .Q . . . V .

7.667 114.8959 26.45 .Q . . . V .

7.750 115.0698 25.25 .Q . . . V .

7.833 115.2358 24.10 .Q . . . V .

7.917 115.3943 23.01 .Q . . . V .

8.000 115.5456 21.97 .Q . . . V .

8.083 115.6901 20.98 .Q . . . V .

8.167 115.8280 20.02 .Q . . . V .

8.250 115.9596 19.12 .Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 95

8.333 116.0854 18.25 .Q . . . V.

8.417 116.2054 17.42 Q . . . V.

8.500 116.3199 16.64 Q . . . V.

8.583 116.4293 15.88 Q . . . V.

8.667 116.5337 15.16 Q . . . V.

8.750 116.6334 14.48 Q . . . V.

8.833 116.7299 14.00 Q . . . V.

8.917 116.8238 13.64 Q . . . V.

9.000 116.9103 12.57 Q . . . V.

9.083 116.9930 12.00 Q . . . V.

9.167 117.0719 11.45 Q . . . V.

9.250 117.1472 10.94 Q . . . V.

9.333 117.2191 10.44 Q . . . V.

9.417 117.2877 9.97 Q . . . V.

9.500 117.3533 9.52 Q . . . V.

9.583 117.4158 9.08 Q . . . V.

9.667 117.4756 8.67 Q . . . V.

9.750 117.5326 8.28 Q . . . V.

9.833 117.5870 7.91 Q . . . V.

9.917 117.6390 7.55 Q . . . V.

10.000 117.6886 7.21 Q . . . V.

10.083 117.7360 6.88 Q . . . V.

10.167 117.7827 6.78 Q . . . V.

10.250 117.8287 6.68 Q . . . V.

10.333 117.8697 5.96 Q . . . V.

10.417 117.9089 5.69 Q . . . V.

10.500 117.9463 5.43 Q . . . V.

10.583 117.9820 5.18 Q . . . V.

10.667 118.0161 4.95 Q . . . V.

10.750 118.0486 4.72 Q . . . V.

10.833 118.0797 4.51 Q . . . V.

10.917 118.1093 4.31 Q . . . V.

11.000 118.1402 4.49 Q . . . V.

11.083 118.1689 4.17 Q . . . V.

11.167 118.1946 3.72 Q . . . V.

11.250 118.2190 3.55 Q . . . V.

11.333 118.2424 3.39 Q . . . V.

11.417 118.2646 3.24 Q . . . V.

11.500 118.2859 3.09 Q . . . V.

11.583 118.3079 3.19 Q . . . V.

11.667 118.3299 3.20 Q . . . V.

11.750 118.3482 2.66 Q . . . V.

11.833 118.3657 2.54 Q . . . V.

11.917 118.3824 2.42 Q . . . V.

12.000 118.3984 2.31 Q . . . V.

12.083 118.4161 2.57 Q . . . V.

12.167 118.4324 2.37 Q . . . V.

12.250 118.4461 1.99 Q . . . V.

12.333 118.4591 1.90 Q . . . V.

12.417 118.4716 1.81 Q . . . V.

12.500 118.4863 2.13 Q . . . V.

12.583 118.4991 1.86 Q . . . V.

12.667 118.5098 1.55 Q . . . V.

12.750 118.5199 1.48 Q . . . V.

12.833 118.5310 1.61 Q . . . V.

12.917 118.5432 1.77 Q . . . V.

13.000 118.5519 1.26 Q . . . V.

13.083 118.5602 1.20 Q . . . V.

13.167 118.5699 1.42 Q . . . V.

13.250 118.5799 1.44 Q . . . V.

13.333 118.5869 1.02 Q . . . V.

13.417 118.5935 0.97 Q . . . V.

13.500 118.6038 1.49 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 96

13.583 118.6102 0.93 Q . . . V.

13.667 118.6158 0.82 Q . . . V.

13.750 118.6239 1.17 Q . . . V.

13.833 118.6306 0.97 Q . . . V.

13.917 118.6395 1.30 Q . . . V.

14.000 118.6482 1.26 Q . . . V.

14.083 118.6565 1.20 Q . . . V.

14.167 118.6644 1.15 Q . . . V.

14.250 118.6719 1.09 Q . . . V.

14.333 118.6791 1.05 Q . . . V.

14.417 118.6860 1.00 Q . . . V.

14.500 118.6926 0.95 Q . . . V.

14.583 118.6988 0.91 Q . . . V.

14.667 118.7048 0.87 Q . . . V.

14.750 118.7105 0.83 Q . . . V.

14.833 118.7160 0.79 Q . . . V.

14.917 118.7212 0.76 Q . . . V.

15.000 118.7261 0.72 Q . . . V.

15.083 118.7309 0.69 Q . . . V.

15.167 118.7354 0.66 Q . . . V.

15.250 118.7397 0.63 Q . . . V.

15.333 118.7438 0.60 Q . . . V.

15.417 118.7478 0.57 Q . . . V.

15.500 118.7515 0.55 Q . . . V.

15.583 118.7551 0.52 Q . . . V.

15.667 118.7586 0.50 Q . . . V.

15.750 118.7618 0.48 Q . . . V.

15.833 118.7650 0.45 Q . . . V.

15.917 118.7679 0.43 Q . . . V.

16.000 118.7708 0.41 Q . . . V.

16.083 118.7735 0.39 Q . . . V.

16.167 118.7761 0.38 Q . . . V.

16.250 118.7786 0.36 Q . . . V.

16.333 118.7809 0.34 Q . . . V.

16.417 118.7832 0.33 Q . . . V.

16.500 118.7854 0.31 Q . . . V.

16.583 118.7874 0.30 Q . . . V.

16.667 118.7894 0.29 Q . . . V.

16.750 118.7913 0.27 Q . . . V.

16.833 118.7931 0.26 Q . . . V.

16.917 118.7948 0.25 Q . . . V.

17.000 118.7964 0.24 Q . . . V.

17.083 118.7980 0.23 Q . . . V.

17.167 118.7994 0.22 Q . . . V.

17.250 118.8009 0.21 Q . . . V.

17.333 118.8022 0.20 Q . . . V.

17.417 118.8035 0.19 Q . . . V.

17.500 118.8048 0.18 Q . . . V.

17.583 118.8059 0.17 Q . . . V.

17.667 118.8071 0.16 Q . . . V.

17.750 118.8081 0.16 Q . . . V.

17.833 118.8092 0.15 Q . . . V.

17.917 118.8102 0.14 Q . . . V.

18.000 118.8111 0.14 Q . . . V.

18.083 118.8120 0.13 Q . . . V.

18.167 118.8128 0.12 Q . . . V.

18.250 118.8137 0.12 Q . . . V.

18.333 118.8144 0.11 Q . . . V.

18.417 118.8152 0.11 Q . . . V.

18.500 118.8159 0.10 Q . . . V.

18.583 118.8166 0.10 Q . . . V.

18.667 118.8172 0.09 Q . . . V.

18.750 118.8178 0.09 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 97

18.833 118.8184 0.09 Q . . . V.

18.917 118.8190 0.08 Q . . . V.

19.000 118.8195 0.08 Q . . . V.

19.083 118.8200 0.07 Q . . . V.

19.167 118.8205 0.07 Q . . . V.

19.250 118.8210 0.07 Q . . . V.

19.333 118.8214 0.06 Q . . . V.

19.417 118.8219 0.06 Q . . . V.

19.500 118.8223 0.06 Q . . . V.

19.583 118.8226 0.06 Q . . . V.

19.667 118.8230 0.05 Q . . . V.

19.750 118.8234 0.05 Q . . . V.

19.833 118.8237 0.05 Q . . . V.

19.917 118.8240 0.05 Q . . . V.

20.000 118.8243 0.04 Q . . . V.

20.083 118.8246 0.04 Q . . . V.

20.167 118.8249 0.04 Q . . . V.

20.250 118.8252 0.04 Q . . . V.

20.333 118.8254 0.04 Q . . . V.

20.417 118.8257 0.04 Q . . . V.

20.500 118.8259 0.03 Q . . . V.

20.583 118.8261 0.03 Q . . . V.

20.667 118.8263 0.03 Q . . . V.

20.750 118.8265 0.03 Q . . . V.

20.833 118.8267 0.03 Q . . . V.

20.917 118.8269 0.03 Q . . . V.

21.000 118.8271 0.03 Q . . . V.

21.083 118.8273 0.02 Q . . . V.

21.167 118.8274 0.02 Q . . . V.

21.250 118.8276 0.02 Q . . . V.

21.333 118.8277 0.02 Q . . . V.

21.417 118.8279 0.02 Q . . . V.

21.500 118.8280 0.02 Q . . . V.

21.583 118.8281 0.02 Q . . . V.

21.667 118.8282 0.02 Q . . . V.

21.750 118.8284 0.02 Q . . . V.

21.833 118.8285 0.02 Q . . . V.

21.917 118.8286 0.02 Q . . . V.

22.000 118.8287 0.01 Q . . . V.

22.083 118.8288 0.01 Q . . . V.

22.167 118.8289 0.01 Q . . . V.

22.250 118.8290 0.01 Q . . . V.

22.333 118.8290 0.01 Q . . . V.

22.417 118.8291 0.01 Q . . . V.

22.500 118.8292 0.01 Q . . . V.

22.583 118.8293 0.01 Q . . . V.

22.667 118.8294 0.01 Q . . . V.

22.750 118.8294 0.01 Q . . . V.

22.833 118.8295 0.01 Q . . . V.

22.917 118.8295 0.01 Q . . . V.

23.000 118.8296 0.01 Q . . . V.

23.083 118.8297 0.01 Q . . . V.

23.167 118.8297 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1390.0
Date: 4/17/2018 File Name: CCRRT3 Page: 98
10% 330.0
20% 220.0
30% 170.0
40% 130.0
50% 95.0
60% 65.0
70% 45.0
80% 30.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 992.00 TO NODE 991.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE

STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW

VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:

UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):

PIPELENGTH(FT) = 87.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 2379.00
DOWNSTREAM ELEVATION(FT) = 2375.00
PIPE DIAMETER(FT) = 6.00
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:

TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)

0.083 0.50 0.50 0.21 0.000

0.167 2.14 0.79 1.64 0.000

0.250 22.91 8.43 22.91 0.000

0.333 35.42 13.03 35.42 0.000

0.417 39.40 14.49 39.40 0.000

0.500 50.13 17.07 50.07 0.000

0.583 61.97 17.99 61.82 0.000

0.667 68.93 18.53 68.85 0.000

0.750 77.34 19.19 77.24 0.000

0.833 85.70 19.84 85.61 0.000

0.917 91.01 20.25 90.96 0.000

1.000 95.67 20.53 95.63 0.000

1.083 103.96 21.03 103.88 0.000

1.167 117.02 21.81 116.90 0.000

1.250 130.63 22.63 130.52 0.000

1.333 141.15 23.19 141.06 0.000

1.417 149.92 23.60 149.85 0.000

1.500 162.99 24.20 162.88 0.000

1.583 178.39 24.90 178.26 0.000

1.667 190.44 25.38 190.35 0.000

1.750 203.23 25.85 203.12 0.000

1.833 221.97 26.54 221.83 0.000

1.917 239.71 27.15 239.58 0.000

2.000 251.82 27.56 251.73 0.000

2.083 264.75 28.00 264.65 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 99

2.167 288.58 28.63 288.40 0.000

2.250 328.29 29.54 327.99 0.000

2.333 370.03 30.47 369.74 0.000

2.417 403.71 31.07 403.47 0.000

2.500 458.20 32.19 457.84 0.000

2.583 532.29 33.39 531.79 0.000

2.667 599.83 34.18 599.36 0.000

2.750 622.81 34.51 622.66 0.000

2.833 588.80 34.03 589.01 0.000

2.917 540.27 33.50 540.61 0.000

3.000 507.33 33.03 507.55 0.000

3.083 478.09 32.54 478.28 0.000

3.167 448.53 32.00 448.73 0.000

3.250 423.31 31.47 423.48 0.000

3.333 403.65 31.07 403.79 0.000

3.417 387.13 30.77 387.25 0.000

3.500 371.22 30.49 371.34 0.000

3.583 356.03 30.18 356.14 0.000

3.667 341.57 29.85 341.68 0.000

3.750 326.99 29.51 327.09 0.000

3.833 310.98 29.14 311.10 0.000

3.917 292.78 28.73 292.92 0.000

4.000 274.73 28.32 274.87 0.000

4.083 257.54 27.76 257.67 0.000

4.167 240.97 27.20 241.09 0.000

4.250 225.12 26.65 225.24 0.000

4.333 210.06 26.10 210.17 0.000

4.417 195.60 25.57 195.71 0.000

4.500 180.35 24.99 180.48 0.000

4.583 163.45 24.22 163.59 0.000

4.667 147.16 23.47 147.30 0.000

4.750 135.01 22.89 135.12 0.000

4.833 127.31 22.43 127.38 0.000

4.917 121.62 22.09 121.67 0.000

5.000 116.53 21.78 116.58 0.000

5.083 111.66 21.49 111.71 0.000

5.167 106.92 21.20 106.97 0.000

5.250 102.30 20.93 102.34 0.000

5.333 97.80 20.65 97.84 0.000

5.417 93.44 20.39 93.48 0.000

5.500 89.16 20.11 89.21 0.000

5.583 85.16 19.80 85.20 0.000

5.667 81.34 19.50 81.38 0.000

5.750 77.68 19.21 77.72 0.000

5.833 74.19 18.94 74.22 0.000

5.917 70.85 18.68 70.88 0.000

6.000 67.66 18.43 67.70 0.000

6.083 64.62 18.20 64.65 0.000

6.167 61.68 17.97 61.71 0.000

6.250 58.85 17.75 58.89 0.000

6.333 56.21 17.54 56.24 0.000

6.417 53.68 17.35 53.71 0.000

6.500 51.27 17.16 51.30 0.000

6.583 48.96 16.98 48.99 0.000

6.667 46.76 16.81 46.79 0.000

6.750 44.66 16.43 44.68 0.000

6.833 42.65 15.69 42.65 0.000

6.917 40.73 14.98 40.73 0.000

7.000 38.90 14.31 38.90 0.000

7.083 37.15 13.67 37.15 0.000

7.167 35.48 13.05 35.48 0.000

7.250 33.89 12.46 33.89 0.000

7.333 32.36 11.90 32.36 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 100

7.417 30.71 11.29 30.71 0.000

7.500 29.02 10.67 29.02 0.000

7.583 27.70 10.19 27.70 0.000

7.667 26.45 9.73 26.45 0.000

7.750 25.25 9.29 25.25 0.000

7.833 24.10 8.87 24.10 0.000

7.917 23.01 8.46 23.01 0.000

8.000 21.97 8.08 21.97 0.000

8.083 20.98 7.72 20.98 0.000

8.167 20.02 7.37 20.02 0.000

8.250 19.12 7.03 19.12 0.000

8.333 18.25 6.71 18.25 0.000

8.417 17.42 6.41 17.42 0.000

8.500 16.64 6.12 16.64 0.000

8.583 15.88 5.84 15.88 0.000

8.667 15.16 5.58 15.16 0.000

8.750 14.48 5.32 14.48 0.000

8.833 14.00 5.15 14.00 0.000

8.917 13.64 5.02 13.64 0.000

9.000 12.57 4.62 12.57 0.000

9.083 12.00 4.41 12.00 0.000

9.167 11.45 4.21 11.45 0.000

9.250 10.94 4.02 10.94 0.000

9.333 10.44 3.84 10.44 0.000

9.417 9.97 3.67 9.97 0.000

9.500 9.52 3.50 9.52 0.000

9.583 9.08 3.34 9.08 0.000

9.667 8.67 3.19 8.67 0.000

9.750 8.28 3.05 8.28 0.000

9.833 7.91 2.91 7.91 0.000

9.917 7.55 2.78 7.55 0.000

10.000 7.21 2.65 7.21 0.000

10.083 6.88 2.53 6.88 0.000

10.167 6.78 2.49 6.78 0.000

10.250 6.68 2.46 6.68 0.000

10.333 5.96 2.19 5.96 0.000

10.417 5.69 2.09 5.69 0.000

10.500 5.43 2.00 5.43 0.000

10.583 5.18 1.91 5.18 0.000

10.667 4.95 1.82 4.95 0.000

10.750 4.72 1.74 4.72 0.000

10.833 4.51 1.66 4.51 0.000

10.917 4.31 1.58 4.31 0.000

11.000 4.49 1.65 4.49 0.000

11.083 4.17 1.53 4.17 0.000

11.167 3.72 1.37 3.72 0.000

11.250 3.55 1.31 3.55 0.000

11.333 3.39 1.25 3.39 0.000

11.417 3.24 1.19 3.24 0.000

11.500 3.09 1.14 3.09 0.000

11.583 3.19 1.17 3.19 0.000

11.667 3.20 1.18 3.20 0.000

11.750 2.66 0.98 2.66 0.000

11.833 2.54 0.93 2.54 0.000

11.917 2.42 0.89 2.42 0.000

12.000 2.31 0.85 2.31 0.000

12.083 2.57 0.95 2.57 0.000

12.167 2.37 0.87 2.37 0.000

12.250 1.99 0.73 1.99 0.000

12.333 1.90 0.70 1.90 0.000

12.417 1.81 0.67 1.81 0.000

12.500 2.13 0.78 2.13 0.000

12.583 1.86 0.68 1.86 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 101

12.667 1.55 0.57 1.55 0.000

12.750 1.48 0.54 1.48 0.000

12.833 1.61 0.59 1.61 0.000

12.917 1.77 0.65 1.77 0.000

13.000 1.26 0.50 1.32 0.000

13.083 1.20 0.50 1.23 0.000

13.167 1.42 0.52 1.33 0.000

13.250 1.44 0.53 1.44 0.000

13.333 1.02 0.50 1.22 0.000

13.417 0.97 0.50 1.00 0.000

13.500 1.49 0.55 1.26 0.000

13.583 0.93 0.50 1.18 0.000

13.667 0.82 0.50 0.88 0.000

13.750 1.17 0.50 0.97 0.000

13.833 0.97 0.50 1.09 0.000

13.917 1.30 0.50 1.11 0.000

14.000 1.26 0.50 1.28 0.000

14.083 1.20 0.50 1.23 0.000

14.167 1.15 0.50 1.18 0.000

14.250 1.09 0.50 1.12 0.000

14.333 1.05 0.50 1.07 0.000

14.417 1.00 0.50 1.03 0.000

14.500 0.95 0.50 0.98 0.000

14.583 0.91 0.50 0.93 0.000

14.667 0.87 0.50 0.89 0.000

14.750 0.83 0.50 0.85 0.000

14.833 0.79 0.50 0.81 0.000

14.917 0.76 0.50 0.78 0.000

15.000 0.72 0.50 0.74 0.000

15.083 0.69 0.50 0.71 0.000

15.167 0.66 0.50 0.68 0.000

15.250 0.63 0.50 0.64 0.000

15.333 0.60 0.50 0.62 0.000

15.417 0.57 0.50 0.59 0.000

15.500 0.55 0.50 0.56 0.000

15.583 0.52 0.50 0.54 0.000

15.667 0.50 0.50 0.51 0.000

15.750 0.48 0.50 0.49 0.000

15.833 0.45 0.50 0.47 0.000

15.917 0.43 0.50 0.45 0.000

16.000 0.41 0.50 0.42 0.000

16.083 0.39 0.50 0.41 0.000

16.167 0.38 0.50 0.39 0.000

16.250 0.36 0.50 0.37 0.000

16.333 0.34 0.50 0.35 0.000

16.417 0.33 0.50 0.34 0.000

16.500 0.31 0.50 0.32 0.000

16.583 0.30 0.50 0.31 0.000

16.667 0.29 0.50 0.29 0.000

16.750 0.27 0.50 0.28 0.000

16.833 0.26 0.50 0.27 0.000

16.917 0.25 0.50 0.26 0.000

17.000 0.24 0.50 0.24 0.000

17.083 0.23 0.50 0.23 0.000

17.167 0.22 0.50 0.22 0.000

17.250 0.21 0.50 0.21 0.000

17.333 0.20 0.50 0.20 0.000

17.417 0.19 0.50 0.19 0.000

17.500 0.18 0.50 0.18 0.000

17.583 0.17 0.50 0.18 0.000

17.667 0.16 0.50 0.17 0.000

17.750 0.16 0.50 0.16 0.000

17.833 0.15 0.50 0.15 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 102

17.917 0.14 0.50 0.15 0.000

18.000 0.14 0.50 0.14 0.000

18.083 0.13 0.50 0.13 0.000

18.167 0.12 0.50 0.13 0.000

18.250 0.12 0.50 0.12 0.000

18.333 0.11 0.50 0.12 0.000

18.417 0.11 0.50 0.11 0.000

18.500 0.10 0.50 0.11 0.000

18.583 0.10 0.50 0.10 0.000

18.667 0.09 0.50 0.10 0.000

18.750 0.09 0.50 0.09 0.000

18.833 0.09 0.50 0.09 0.000

18.917 0.08 0.50 0.08 0.000

19.000 0.08 0.50 0.08 0.000

19.083 0.07 0.50 0.08 0.000

19.167 0.07 0.50 0.07 0.000

19.250 0.07 0.50 0.07 0.000

19.333 0.06 0.50 0.07 0.000

19.417 0.06 0.50 0.06 0.000

19.500 0.06 0.50 0.06 0.000

19.583 0.06 0.50 0.06 0.000

19.667 0.05 0.50 0.06 0.000

19.750 0.05 0.50 0.05 0.000

19.833 0.05 0.50 0.05 0.000

19.917 0.05 0.50 0.05 0.000

20.000 0.04 0.50 0.05 0.000

20.083 0.04 0.50 0.04 0.000

20.167 0.04 0.50 0.04 0.000

20.250 0.04 0.50 0.04 0.000

20.333 0.04 0.50 0.04 0.000

20.417 0.04 0.50 0.04 0.000

20.500 0.03 0.50 0.03 0.000

20.583 0.03 0.50 0.03 0.000

20.667 0.03 0.50 0.03 0.000

20.750 0.03 0.50 0.03 0.000

20.833 0.03 0.50 0.03 0.000

20.917 0.03 0.50 0.03 0.000

21.000 0.03 0.50 0.03 0.000

21.083 0.02 0.50 0.03 0.000

21.167 0.02 0.50 0.02 0.000

21.250 0.02 0.50 0.02 0.000

21.333 0.02 0.50 0.02 0.000

21.417 0.02 0.50 0.02 0.000

21.500 0.02 0.50 0.02 0.000

21.583 0.02 0.50 0.02 0.000

21.667 0.02 0.50 0.02 0.000

21.750 0.02 0.50 0.02 0.000

21.833 0.02 0.50 0.02 0.000

21.917 0.02 0.50 0.02 0.000

22.000 0.01 0.50 0.02 0.000

22.083 0.01 0.50 0.01 0.000

22.167 0.01 0.50 0.01 0.000

22.250 0.01 0.50 0.01 0.000

22.333 0.01 0.50 0.01 0.000

22.417 0.01 0.50 0.01 0.000

22.500 0.01 0.50 0.01 0.000

22.583 0.01 0.50 0.01 0.000

22.667 0.01 0.50 0.01 0.000

22.750 0.01 0.50 0.01 0.000

22.833 0.01 0.50 0.01 0.000

22.917 0.01 0.50 0.01 0.000

23.000 0.01 0.50 0.01 0.000

23.083 0.01 0.50 0.01 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 103

23.167 0.01 0.50 0.01 0.000

23.250 0.01 0.50 0.01 0.000

23.333 0.01 0.50 0.01 0.000

23.417 0.01 0.50 0.01 0.000

23.500 0.01 0.50 0.01 0.000

23.583 0.01 0.50 0.01 0.000

23.667 0.01 0.50 0.01 0.000

23.750 0.01 0.50 0.01 0.000

23.833 0.01 0.50 0.01 0.000

23.917 0.01 0.50 0.01 0.000

24.000 0.00 0.50 0.00 0.000
**************************************************************************** FLOW PROCESS FROM NODE 991.00 TO NODE 991.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (UNIT-HYDROGRAPH ANALYSIS)<<<<<
============================================================================ (UNIT-HYDROGRAPH ADDED TO STREAM #1)
WATERSHED AREA = 26.500 ACRES
BASEFLOW = 0.000 CFS/SQUARE-MILE
*USER ENTERED "LAG" TIME = 0.100 HOURS
CAUTION: LAG TIME IS LESS THAN 0.50 HOURS.

THE 5-MINUTE PERIOD UH MODEL (USED IN THIS COMPUTER PROGRAM) MAY BE TOO LARGE FOR PEAK FLOW ESTIMATES.

UNIT HYDROGRAPH DETERMINATION
---------------------------------------------------------------------------- INTERVAL "S" GRAPH UNIT HYDROGRAPH

NUMBER MEAN VALUES ORDINATES(CFS)
---------------------------------------------------------------------------- 1 13.994 44.848
2 59.664 146.366
3 78.792 61.303
4 86.766 25.554
5 91.428 14.941
6 94.514 9.891
7 96.650 6.844
8 98.044 4.469
9 98.699 2.097
10 99.289 1.892
11 99.716 1.367
12 99.929 0.684
13 100.000 0.228
Date: 4/17/2018 File Name: CCRRT3 Page: 104
****************************************************************************

UNIT UNIT UNIT EFFECTIVE

PERIOD RAINFALL SOIL-LOSS RAINFALL
(NUMBER) (INCHES) (INCHES) (INCHES)
---------------------------------------------------------------------------- 1 0.0292 0.0073 0.0219
2 0.0292 0.0073 0.0219
3 0.0247 0.0073 0.0174
4 0.0337 0.0073 0.0264
5 0.0337 0.0073 0.0264
6 0.0405 0.0073 0.0332
7 0.0337 0.0073 0.0264
8 0.0405 0.0073 0.0332
9 0.0405 0.0073 0.0332
10 0.0337 0.0073 0.0264
11 0.0360 0.0073 0.0287
12 0.0405 0.0073 0.0332
13 0.0495 0.0073 0.0422
14 0.0495 0.0073 0.0422
15 0.0495 0.0073 0.0422
16 0.0450 0.0073 0.0377
17 0.0585 0.0073 0.0512
18 0.0607 0.0073 0.0534
19 0.0540 0.0073 0.0467
20 0.0607 0.0073 0.0534
21 0.0742 0.0073 0.0669
22 0.0697 0.0073 0.0624
23 0.0652 0.0073 0.0579
24 0.0675 0.0073 0.0602
25 0.0697 0.0073 0.0624
26 0.0945 0.0073 0.0871
27 0.1125 0.0073 0.1051
28 0.0787 0.0073 0.0714
29 0.1530 0.0073 0.1456
30 0.1642 0.0073 0.1569
31 0.1845 0.0073 0.1771
32 0.1327 0.0073 0.1254
33 0.0450 0.0073 0.0377
34 0.0405 0.0073 0.0332
35 0.0405 0.0073 0.0332
36 0.0135 0.0067 0.0067
TOTAL STORM RAINFALL(INCHES) = 2.25
TOTAL SOIL-LOSS(INCHES) = 0.26
TOTAL EFFECTIVE RAINFALL(INCHES) = 1.99
---------------------------------------------------------------------------- TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 0.5824
TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 4.3836
---------------------------------------------------------------------------- Date: 4/17/2018 File Name: CCRRT3 Page: 105
============================================================================ 3 - H O U R S T O R M

R U N O F F H Y D R O G R A P H
============================================================================

HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 12.5 25.0 37.5 50.0
----------------------------------------------------------------------------

0.083 0.0068 0.98 Q . . . .

0.167 0.0356 4.19 V Q . . . .

0.250 0.0723 5.33 V Q . . . .

0.333 0.1111 5.63 .V Q . . . .

0.417 0.1594 7.00 .V Q . . . .

0.500 0.2142 7.96 .V Q . . . .

0.583 0.2759 8.96 . V Q . . . .

0.667 0.3370 8.87 . V Q . . . .

0.750 0.4039 9.72 . V Q . . . .

0.833 0.4718 9.85 . V Q . . . .

0.917 0.5348 9.16 . V Q . . . .

1.000 0.5994 9.38 . V Q . . . .

1.083 0.6716 10.48 . V Q . . . .

1.167 0.7547 12.06 . V Q. . . .

1.250 0.8424 12.73 . V Q . . .

1.333 0.9306 12.82 . V Q . . .

1.417 1.0197 12.94 . VQ . . .

1.500 1.1220 14.86 . VQ . . .

1.583 1.2300 15.67 . .VQ . . .

1.667 1.3364 15.45 . . Q . . .

1.750 1.4526 16.87 . . Q . . .

1.833 1.5838 19.05 . . VQ . . .

1.917 1.7160 19.19 . . Q . . .

2.000 1.8455 18.81 . . QV . . .

2.083 1.9771 19.11 . . Q V . . .

2.167 2.1195 20.68 . . Q V. . .

2.250 2.2939 25.32 . . Q . .

2.333 2.4870 28.04 . . . Q . .

2.417 2.6813 28.21 . . . Q V . .

2.500 2.9456 38.38 . . . V Q .

2.583 3.2567 45.17 . . . V. Q .

2.667 3.5890 48.25 . . . . V Q .

2.750 3.8596 39.28 . . . .Q V .

2.833 4.0276 24.39 . . Q. . V .

2.917 4.1508 17.89 . . Q . . V .

3.000 4.2474 14.02 . .Q . . V .

3.083 4.3041 8.24 . Q . . . V.

3.167 4.3356 4.57 . Q . . . V.

3.250 4.3546 2.75 . Q . . . V.

3.333 4.3666 1.75 .Q . . . V.

3.417 4.3745 1.14 Q . . . V.

3.500 4.3791 0.66 Q . . . V.

3.583 4.3814 0.34 Q . . . V.

3.667 4.3826 0.18 Q . . . V.

3.750 4.3832 0.09 Q . . . V.

3.833 4.3835 0.04 Q . . . V.

3.917 4.3836 0.01 Q . . . V.

4.000 4.3836 0.00 Q . . . V
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
Date: 4/17/2018 File Name: CCRRT3 Page: 106
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 240.0
10% 175.0
20% 130.0
30% 90.0
40% 45.0
50% 40.0
60% 20.0
70% 20.0
80% 15.0
90% 10.0
**************************************************************************** FLOW PROCESS FROM NODE 991.00 TO NODE 991.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>VIEW STREAM NUMBER 1 HYDROGRAPH<<<<<
============================================================================

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0
----------------------------------------------------------------------------

0.083 0.0082 1.19 Q . . . .

0.167 0.0484 5.83 Q . . . .

0.250 0.2428 28.24 VQ . . . .

0.333 0.5255 41.05 V Q . . . .

0.417 0.8451 46.40 V Q . . . .

0.500 1.2448 58.03 V Q . . . .

0.583 1.7322 70.78 V Q . . . .

0.667 2.2675 77.72 V Q . . . .

0.750 2.8665 86.97 V Q . . . .

0.833 3.5239 95.46 .V Q . . . .

0.917 4.2134 100.12 .V Q . . . .

1.000 4.9366 105.01 .V Q . . . .

1.083 5.7242 114.35 .V Q . . . .

1.167 6.6124 128.97 . V Q . . . .

1.250 7.5989 143.25 . V Q . . . .

1.333 8.6587 153.88 . V Q . . . .

1.417 9.7798 162.78 . V Q. . . .

1.500 11.0039 177.74 . V Q . . .

1.583 12.3395 193.94 . V .Q . . .

1.667 13.7568 205.80 . V .Q . . .

1.750 15.2720 220.00 . V . Q . . .

1.833 16.9309 240.87 . V . Q . . .

1.917 18.7130 258.77 . V . Q . . .

2.000 20.5763 270.54 . V . Q . . .

2.083 22.5305 283.76 . V . Q . . .

2.167 24.6592 309.08 . V . Q . . .

2.250 27.0924 353.31 . V . Q . .

2.333 29.8320 397.78 . V. . Q . .

2.417 32.8050 431.68 . V . Q . .

2.500 36.2225 496.22 . .V . Q . .

2.583 40.1960 576.96 . . V . . Q .

2.667 44.6561 647.61 . . V . . Q .

2.750 49.2150 661.95 . . V . . Q .

2.833 53.4396 613.41 . . V . . Q .

2.917 57.2860 558.50 . . V . .Q .

Date: 4/17/2018 File Name: CCRRT3 Page: 107

3.000 60.8781 521.57 . . V. Q. .

3.083 64.2288 486.52 . . V Q . .

3.167 67.3507 453.30 . . .V Q . .

3.250 70.2862 426.23 . . . V Q . .

3.333 73.0792 405.54 . . . Q . .

3.417 75.7540 388.39 . . . Q V . .

3.500 78.3160 372.00 . . .Q V . .

3.583 80.7711 356.48 . . Q V . .

3.667 83.1255 341.85 . . Q. V . .

3.750 85.3788 327.18 . . Q . V . .

3.833 87.5216 311.14 . . Q . V . .

3.917 89.5391 292.93 . . Q . V. .

4.000 91.4321 274.87 . . Q . V. .

4.083 93.2067 257.67 . . Q . V .

4.167 94.8671 241.09 . . Q . V .

4.250 96.4183 225.24 . . Q . .V .

4.333 97.8658 210.17 . . Q . .V .

4.417 99.2137 195.71 . .Q . . V .

4.500 100.4566 180.48 . Q . . V .

4.583 101.5833 163.59 . Q. . . V .

4.667 102.5977 147.30 . Q . . . V .

4.750 103.5283 135.12 . Q . . . V .

4.833 104.4056 127.38 . Q . . . V .

4.917 105.2435 121.67 . Q . . . V .

5.000 106.0464 116.58 . Q . . . V .

5.083 106.8157 111.71 . Q . . . V .

5.167 107.5524 106.97 . Q . . . V .

5.250 108.2573 102.34 . Q . . . V .

5.333 108.9311 97.84 . Q . . . V .

5.417 109.5749 93.48 . Q . . . V .

5.500 110.1893 89.21 . Q . . . V .

5.583 110.7761 85.20 . Q . . . V .

5.667 111.3365 81.38 . Q . . . V .

5.750 111.8718 77.72 . Q . . . V .

5.833 112.3829 74.22 . Q . . . V .

5.917 112.8711 70.88 . Q . . . V .

6.000 113.3373 67.70 . Q . . . V .

6.083 113.7826 64.65 . Q . . . V .

6.167 114.2076 61.71 . Q . . . V .

6.250 114.6132 58.89 . Q . . . V .

6.333 115.0005 56.24 . Q . . . V .

6.417 115.3704 53.71 . Q . . . V .

6.500 115.7237 51.30 . Q . . . V .

6.583 116.0611 48.99 . Q . . . V .

6.667 116.3834 46.79 . Q . . . V .

6.750 116.6911 44.68 . Q . . . V .

6.833 116.9848 42.65 . Q . . . V .

6.917 117.2654 40.73 . Q . . . V .

7.000 117.5333 38.90 . Q . . . V .

7.083 117.7892 37.15 . Q . . . V .

7.167 118.0335 35.48 . Q . . . V .

7.250 118.2669 33.89 .Q . . . V .

7.333 118.4898 32.36 .Q . . . V .

7.417 118.7013 30.71 .Q . . . V .

7.500 118.9011 29.02 .Q . . . V .

7.583 119.0919 27.70 .Q . . . V .

7.667 119.2741 26.45 .Q . . . V .

7.750 119.4480 25.25 .Q . . . V .

7.833 119.6140 24.10 .Q . . . V .

7.917 119.7725 23.01 .Q . . . V .

8.000 119.9238 21.97 .Q . . . V .

8.083 120.0682 20.98 .Q . . . V .

8.167 120.2061 20.02 .Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 108

8.250 120.3378 19.12 .Q . . . V.

8.333 120.4635 18.25 .Q . . . V.

8.417 120.5835 17.42 Q . . . V.

8.500 120.6981 16.64 Q . . . V.

8.583 120.8075 15.88 Q . . . V.

8.667 120.9119 15.16 Q . . . V.

8.750 121.0116 14.48 Q . . . V.

8.833 121.1080 14.00 Q . . . V.

8.917 121.2019 13.64 Q . . . V.

9.000 121.2885 12.57 Q . . . V.

9.083 121.3711 12.00 Q . . . V.

9.167 121.4500 11.45 Q . . . V.

9.250 121.5253 10.94 Q . . . V.

9.333 121.5972 10.44 Q . . . V.

9.417 121.6659 9.97 Q . . . V.

9.500 121.7314 9.52 Q . . . V.

9.583 121.7940 9.08 Q . . . V.

9.667 121.8537 8.67 Q . . . V.

9.750 121.9108 8.28 Q . . . V.

9.833 121.9652 7.91 Q . . . V.

9.917 122.0172 7.55 Q . . . V.

10.000 122.0668 7.21 Q . . . V.

10.083 122.1142 6.88 Q . . . V.

10.167 122.1609 6.78 Q . . . V.

10.250 122.2069 6.68 Q . . . V.

10.333 122.2479 5.96 Q . . . V.

10.417 122.2871 5.69 Q . . . V.

10.500 122.3245 5.43 Q . . . V.

10.583 122.3602 5.18 Q . . . V.

10.667 122.3942 4.95 Q . . . V.

10.750 122.4268 4.72 Q . . . V.

10.833 122.4579 4.51 Q . . . V.

10.917 122.4875 4.31 Q . . . V.

11.000 122.5184 4.49 Q . . . V.

11.083 122.5471 4.17 Q . . . V.

11.167 122.5727 3.72 Q . . . V.

11.250 122.5972 3.55 Q . . . V.

11.333 122.6205 3.39 Q . . . V.

11.417 122.6428 3.24 Q . . . V.

11.500 122.6641 3.09 Q . . . V.

11.583 122.6861 3.19 Q . . . V.

11.667 122.7081 3.20 Q . . . V.

11.750 122.7264 2.66 Q . . . V.

11.833 122.7439 2.54 Q . . . V.

11.917 122.7606 2.42 Q . . . V.

12.000 122.7766 2.31 Q . . . V.

12.083 122.7943 2.57 Q . . . V.

12.167 122.8106 2.37 Q . . . V.

12.250 122.8242 1.99 Q . . . V.

12.333 122.8373 1.90 Q . . . V.

12.417 122.8498 1.81 Q . . . V.

12.500 122.8645 2.13 Q . . . V.

12.583 122.8773 1.86 Q . . . V.

12.667 122.8879 1.55 Q . . . V.

12.750 122.8981 1.48 Q . . . V.

12.833 122.9092 1.61 Q . . . V.

12.917 122.9214 1.77 Q . . . V.

13.000 122.9305 1.32 Q . . . V.

13.083 122.9390 1.23 Q . . . V.

13.167 122.9481 1.33 Q . . . V.

13.250 122.9580 1.44 Q . . . V.

13.333 122.9664 1.22 Q . . . V.

13.417 122.9733 1.00 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 109

13.500 122.9820 1.26 Q . . . V.

13.583 122.9901 1.18 Q . . . V.

13.667 122.9962 0.88 Q . . . V.

13.750 123.0028 0.97 Q . . . V.

13.833 123.0103 1.09 Q . . . V.

13.917 123.0179 1.11 Q . . . V.

14.000 123.0268 1.28 Q . . . V.

14.083 123.0353 1.23 Q . . . V.

14.167 123.0434 1.18 Q . . . V.

14.250 123.0511 1.12 Q . . . V.

14.333 123.0585 1.07 Q . . . V.

14.417 123.0656 1.03 Q . . . V.

14.500 123.0723 0.98 Q . . . V.

14.583 123.0788 0.93 Q . . . V.

14.667 123.0849 0.89 Q . . . V.

14.750 123.0908 0.85 Q . . . V.

14.833 123.0964 0.81 Q . . . V.

14.917 123.1017 0.78 Q . . . V.

15.000 123.1068 0.74 Q . . . V.

15.083 123.1117 0.71 Q . . . V.

15.167 123.1164 0.68 Q . . . V.

15.250 123.1208 0.64 Q . . . V.

15.333 123.1250 0.62 Q . . . V.

15.417 123.1291 0.59 Q . . . V.

15.500 123.1330 0.56 Q . . . V.

15.583 123.1367 0.54 Q . . . V.

15.667 123.1402 0.51 Q . . . V.

15.750 123.1435 0.49 Q . . . V.

15.833 123.1468 0.47 Q . . . V.

15.917 123.1498 0.45 Q . . . V.

16.000 123.1527 0.42 Q . . . V.

16.083 123.1555 0.41 Q . . . V.

16.167 123.1582 0.39 Q . . . V.

16.250 123.1608 0.37 Q . . . V.

16.333 123.1632 0.35 Q . . . V.

16.417 123.1655 0.34 Q . . . V.

16.500 123.1677 0.32 Q . . . V.

16.583 123.1698 0.31 Q . . . V.

16.667 123.1719 0.29 Q . . . V.

16.750 123.1738 0.28 Q . . . V.

16.833 123.1756 0.27 Q . . . V.

16.917 123.1774 0.26 Q . . . V.

17.000 123.1791 0.24 Q . . . V.

17.083 123.1807 0.23 Q . . . V.

17.167 123.1822 0.22 Q . . . V.

17.250 123.1836 0.21 Q . . . V.

17.333 123.1850 0.20 Q . . . V.

17.417 123.1864 0.19 Q . . . V.

17.500 123.1876 0.18 Q . . . V.

17.583 123.1889 0.18 Q . . . V.

17.667 123.1900 0.17 Q . . . V.

17.750 123.1911 0.16 Q . . . V.

17.833 123.1922 0.15 Q . . . V.

17.917 123.1932 0.15 Q . . . V.

18.000 123.1941 0.14 Q . . . V.

18.083 123.1951 0.13 Q . . . V.

18.167 123.1959 0.13 Q . . . V.

18.250 123.1968 0.12 Q . . . V.

18.333 123.1976 0.12 Q . . . V.

18.417 123.1983 0.11 Q . . . V.

18.500 123.1991 0.11 Q . . . V.

18.583 123.1998 0.10 Q . . . V.

18.667 123.2004 0.10 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 110

18.750 123.2010 0.09 Q . . . V.

18.833 123.2017 0.09 Q . . . V.

18.917 123.2022 0.08 Q . . . V.

19.000 123.2028 0.08 Q . . . V.

19.083 123.2033 0.08 Q . . . V.

19.167 123.2038 0.07 Q . . . V.

19.250 123.2043 0.07 Q . . . V.

19.333 123.2048 0.07 Q . . . V.

19.417 123.2052 0.06 Q . . . V.

19.500 123.2056 0.06 Q . . . V.

19.583 123.2060 0.06 Q . . . V.

19.667 123.2064 0.06 Q . . . V.

19.750 123.2067 0.05 Q . . . V.

19.833 123.2071 0.05 Q . . . V.

19.917 123.2074 0.05 Q . . . V.

20.000 123.2077 0.05 Q . . . V.

20.083 123.2080 0.04 Q . . . V.

20.167 123.2083 0.04 Q . . . V.

20.250 123.2086 0.04 Q . . . V.

20.333 123.2089 0.04 Q . . . V.

20.417 123.2091 0.04 Q . . . V.

20.500 123.2094 0.03 Q . . . V.

20.583 123.2096 0.03 Q . . . V.

20.667 123.2098 0.03 Q . . . V.

20.750 123.2100 0.03 Q . . . V.

20.833 123.2102 0.03 Q . . . V.

20.917 123.2104 0.03 Q . . . V.

21.000 123.2106 0.03 Q . . . V.

21.083 123.2108 0.03 Q . . . V.

21.167 123.2109 0.02 Q . . . V.

21.250 123.2111 0.02 Q . . . V.

21.333 123.2112 0.02 Q . . . V.

21.417 123.2114 0.02 Q . . . V.

21.500 123.2115 0.02 Q . . . V.

21.583 123.2116 0.02 Q . . . V.

21.667 123.2118 0.02 Q . . . V.

21.750 123.2119 0.02 Q . . . V.

21.833 123.2120 0.02 Q . . . V.

21.917 123.2121 0.02 Q . . . V.

22.000 123.2122 0.02 Q . . . V.

22.083 123.2123 0.01 Q . . . V.

22.167 123.2124 0.01 Q . . . V.

22.250 123.2125 0.01 Q . . . V.

22.333 123.2126 0.01 Q . . . V.

22.417 123.2127 0.01 Q . . . V.

22.500 123.2127 0.01 Q . . . V.

22.583 123.2128 0.01 Q . . . V.

22.667 123.2129 0.01 Q . . . V.

22.750 123.2130 0.01 Q . . . V.

22.833 123.2130 0.01 Q . . . V.

22.917 123.2131 0.01 Q . . . V.

23.000 123.2132 0.01 Q . . . V.

23.083 123.2132 0.01 Q . . . V.

23.167 123.2133 0.01 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
Date: 4/17/2018 File Name: CCRRT3 Page: 111
0% 1390.0
10% 330.0
20% 215.0
30% 165.0
40% 125.0
50% 90.0
60% 65.0
70% 40.0
80% 25.0
90% 15.0
**************************************************************************** FLOW PROCESS FROM NODE 991.00 TO NODE 99.00 IS CODE = 4 ---------------------------------------------------------------------------- >>>>>MODEL PIPEFLOW ROUTING OF STREAM #1<<<<<
============================================================================ MODEL PIPEFLOW ROUTING OF STREAM 1 WHERE

STORAGE EFFECTS ARE NEGLECTED WITHIN THE PIPE, FLOW

VELOCITIES ARE ESTIMATED BY ASSUMING STEADY FLOW FOR
EACH UNIT INTERVAL(NORMAL DEPTH, Dn), AND FLOWS IN EXCESS OF (.82)(DIAMETER) ARE PONDED AT THE UPSTREAM INLET:

UNIT INTERVAL FLOW VELOCITY COMPUTED USING Dn UP TO
(0.938)(DIAMETER):

PIPELENGTH(FT) = 312.00 MANNINGS FACTOR = 0.013
UPSTREAM ELEVATION(FT) = 2375.00
DOWNSTREAM ELEVATION(FT) = 2366.00
PIPE DIAMETER(FT) = 6.50
NORMAL DEPTH VELOCITY PIPE ROUTING RESULTS:

TIME INFLOW VELOCITY OUTFLOW UPSTREAM
(HRS) (CFS) (FPS) (CFS) PONDING(AF)

0.083 1.19 0.50 0.00 0.000

0.167 5.83 1.83 2.51 0.000

0.250 28.24 8.85 29.33 0.000

0.333 41.05 12.87 41.15 0.000

0.417 46.40 14.08 46.29 0.000

0.500 58.03 14.85 57.39 0.000

0.583 70.78 15.70 70.15 0.000

0.667 77.72 16.16 77.41 0.000

0.750 86.97 16.77 86.58 0.000

0.833 95.46 17.23 95.09 0.000

0.917 100.12 17.47 99.92 0.000

1.000 105.01 17.72 104.81 0.000

1.083 114.35 18.20 113.98 0.000

1.167 128.97 18.95 128.42 0.000

1.250 143.25 19.57 142.71 0.000

1.333 153.88 19.98 153.48 0.000

1.417 162.78 20.33 162.46 0.000

1.500 177.74 20.92 177.23 0.000

1.583 193.94 21.43 193.36 0.000

1.667 205.80 21.80 205.39 0.000

1.750 220.00 22.24 219.53 0.000

1.833 240.87 22.86 240.20 0.000

1.917 258.77 23.37 258.22 0.000

2.000 270.54 23.68 270.17 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 112

2.083 283.76 23.94 283.31 0.000

2.167 309.08 24.42 308.25 0.000

2.250 353.31 25.30 351.95 0.000

2.333 397.78 25.99 396.38 0.000

2.417 431.68 26.59 430.71 0.000

2.500 496.22 27.58 494.40 0.000

2.583 576.96 28.43 574.56 0.000

2.667 647.61 29.20 645.65 0.000

2.750 661.95 29.33 661.54 0.000

2.833 613.41 28.86 614.77 0.000

2.917 558.50 28.26 560.05 0.000

3.000 521.57 27.89 522.68 0.000

3.083 486.52 27.46 487.54 0.000

3.167 453.30 26.96 454.24 0.000

3.250 426.23 26.49 426.99 0.000

3.333 405.54 26.12 406.12 0.000

3.417 388.39 25.84 388.91 0.000

3.500 372.00 25.60 372.52 0.000

3.583 356.48 25.36 356.98 0.000

3.667 341.85 25.07 342.29 0.000

3.750 327.18 24.78 327.63 0.000

3.833 311.14 24.46 311.64 0.000

3.917 292.93 24.11 293.52 0.000

4.000 274.87 23.76 275.47 0.000

4.083 257.67 23.34 258.21 0.000

4.167 241.09 22.86 241.61 0.000

4.250 225.24 22.40 225.75 0.000

4.333 210.17 21.94 210.67 0.000

4.417 195.71 21.48 196.20 0.000

4.500 180.48 21.01 181.01 0.000

4.583 163.59 20.36 164.17 0.000

4.667 147.30 19.73 147.89 0.000

4.750 135.12 19.25 135.59 0.000

4.833 127.38 18.87 127.66 0.000

4.917 121.67 18.58 121.88 0.000

5.000 116.58 18.32 116.77 0.000

5.083 111.71 18.07 111.90 0.000

5.167 106.97 17.82 107.16 0.000

5.250 102.34 17.59 102.53 0.000

5.333 97.84 17.36 98.03 0.000

5.417 93.48 17.13 93.67 0.000

5.500 89.21 16.91 89.39 0.000

5.583 85.20 16.65 85.37 0.000

5.667 81.38 16.40 81.54 0.000

5.750 77.72 16.16 77.88 0.000

5.833 74.22 15.92 74.38 0.000

5.917 70.88 15.70 71.04 0.000

6.000 67.70 15.49 67.85 0.000

6.083 64.65 15.29 64.80 0.000

6.167 61.71 15.09 61.86 0.000

6.250 58.89 14.91 59.03 0.000

6.333 56.24 14.73 56.38 0.000

6.417 53.71 14.56 53.85 0.000

6.500 51.30 14.40 51.43 0.000

6.583 48.99 14.25 49.12 0.000

6.667 46.79 14.10 46.92 0.000

6.750 44.68 13.96 44.80 0.000

6.833 42.65 13.37 42.66 0.000

6.917 40.73 12.77 40.73 0.000

7.000 38.90 12.19 38.90 0.000

7.083 37.15 11.64 37.15 0.000

7.167 35.48 11.12 35.48 0.000

7.250 33.89 10.62 33.89 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 113

7.333 32.36 10.14 32.36 0.000

7.417 30.71 9.62 30.71 0.000

7.500 29.02 9.09 29.02 0.000

7.583 27.70 8.68 27.70 0.000

7.667 26.45 8.29 26.45 0.000

7.750 25.25 7.91 25.25 0.000

7.833 24.10 7.55 24.10 0.000

7.917 23.01 7.21 23.01 0.000

8.000 21.97 6.89 21.97 0.000

8.083 20.98 6.57 20.98 0.000

8.167 20.02 6.28 20.02 0.000

8.250 19.12 5.99 19.12 0.000

8.333 18.25 5.72 18.25 0.000

8.417 17.42 5.46 17.42 0.000

8.500 16.64 5.21 16.64 0.000

8.583 15.88 4.98 15.88 0.000

8.667 15.16 4.75 15.16 0.000

8.750 14.48 4.54 14.48 0.000

8.833 14.00 4.39 14.00 0.000

8.917 13.64 4.27 13.64 0.000

9.000 12.57 3.94 12.57 0.000

9.083 12.00 3.76 12.00 0.000

9.167 11.45 3.59 11.45 0.000

9.250 10.94 3.43 10.94 0.000

9.333 10.44 3.27 10.44 0.000

9.417 9.97 3.12 9.97 0.000

9.500 9.52 2.98 9.52 0.000

9.583 9.08 2.85 9.08 0.000

9.667 8.67 2.72 8.67 0.000

9.750 8.28 2.60 8.28 0.000

9.833 7.91 2.48 7.91 0.000

9.917 7.55 2.37 7.55 0.000

10.000 7.21 2.26 7.21 0.000

10.083 6.88 2.16 6.88 0.000

10.167 6.78 2.12 6.78 0.000

10.250 6.68 2.09 6.68 0.000

10.333 5.96 1.87 5.96 0.000

10.417 5.69 1.78 5.69 0.000

10.500 5.43 1.70 5.43 0.000

10.583 5.18 1.62 5.18 0.000

10.667 4.95 1.55 4.95 0.000

10.750 4.72 1.48 4.72 0.000

10.833 4.51 1.41 4.51 0.000

10.917 4.31 1.35 4.31 0.000

11.000 4.49 1.41 4.49 0.000

11.083 4.17 1.31 4.17 0.000

11.167 3.72 1.17 3.72 0.000

11.250 3.55 1.11 3.55 0.000

11.333 3.39 1.06 3.39 0.000

11.417 3.24 1.01 3.32 0.000

11.500 3.09 0.97 3.15 0.000

11.583 3.19 1.00 2.94 0.000

11.667 3.20 1.00 3.30 0.000

11.750 2.66 0.83 3.20 0.000

11.833 2.54 0.80 2.13 0.000

11.917 2.42 0.76 2.42 0.000

12.000 2.31 0.73 2.31 0.000

12.083 2.57 0.81 2.21 0.000

12.167 2.37 0.74 2.83 0.000

12.250 1.99 0.62 2.16 0.000

12.333 1.90 0.59 1.61 0.000

12.417 1.81 0.57 1.81 0.000

12.500 2.13 0.67 1.72 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 114

12.583 1.86 0.58 2.46 0.000

12.667 1.55 0.50 1.59 0.000

12.750 1.48 0.50 1.46 0.000

12.833 1.61 0.50 1.42 0.000

12.917 1.77 0.56 1.48 0.000

13.000 1.32 0.50 1.85 0.000

13.083 1.23 0.50 1.65 0.000

13.167 1.33 0.50 1.21 0.000

13.250 1.44 0.50 1.24 0.000

13.333 1.22 0.50 1.32 0.000

13.417 1.00 0.50 1.43 0.000

13.500 1.26 0.50 1.23 0.000

13.583 1.18 0.50 1.01 0.000

13.667 0.88 0.50 1.24 0.000

13.750 0.97 0.50 1.19 0.000

13.833 1.09 0.50 0.91 0.000

13.917 1.11 0.50 0.96 0.000

14.000 1.28 0.50 1.08 0.000

14.083 1.23 0.50 1.11 0.000

14.167 1.18 0.50 1.27 0.000

14.250 1.12 0.50 1.24 0.000

14.333 1.07 0.50 1.18 0.000

14.417 1.03 0.50 1.13 0.000

14.500 0.98 0.50 1.08 0.000

14.583 0.93 0.50 1.03 0.000

14.667 0.89 0.50 0.98 0.000

14.750 0.85 0.50 0.94 0.000

14.833 0.81 0.50 0.90 0.000

14.917 0.78 0.50 0.85 0.000

15.000 0.74 0.50 0.82 0.000

15.083 0.71 0.50 0.78 0.000

15.167 0.68 0.50 0.74 0.000

15.250 0.64 0.50 0.71 0.000

15.333 0.62 0.50 0.68 0.000

15.417 0.59 0.50 0.65 0.000

15.500 0.56 0.50 0.62 0.000

15.583 0.54 0.50 0.59 0.000

15.667 0.51 0.50 0.56 0.000

15.750 0.49 0.50 0.54 0.000

15.833 0.47 0.50 0.51 0.000

15.917 0.45 0.50 0.49 0.000

16.000 0.42 0.50 0.47 0.000

16.083 0.41 0.50 0.45 0.000

16.167 0.39 0.50 0.43 0.000

16.250 0.37 0.50 0.41 0.000

16.333 0.35 0.50 0.39 0.000

16.417 0.34 0.50 0.37 0.000

16.500 0.32 0.50 0.35 0.000

16.583 0.31 0.50 0.34 0.000

16.667 0.29 0.50 0.32 0.000

16.750 0.28 0.50 0.31 0.000

16.833 0.27 0.50 0.29 0.000

16.917 0.26 0.50 0.28 0.000

17.000 0.24 0.50 0.27 0.000

17.083 0.23 0.50 0.26 0.000

17.167 0.22 0.50 0.24 0.000

17.250 0.21 0.50 0.23 0.000

17.333 0.20 0.50 0.22 0.000

17.417 0.19 0.50 0.21 0.000

17.500 0.18 0.50 0.20 0.000

17.583 0.18 0.50 0.19 0.000

17.667 0.17 0.50 0.19 0.000

17.750 0.16 0.50 0.18 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 115

17.833 0.15 0.50 0.17 0.000

17.917 0.15 0.50 0.16 0.000

18.000 0.14 0.50 0.15 0.000

18.083 0.13 0.50 0.15 0.000

18.167 0.13 0.50 0.14 0.000

18.250 0.12 0.50 0.13 0.000

18.333 0.12 0.50 0.13 0.000

18.417 0.11 0.50 0.12 0.000

18.500 0.11 0.50 0.12 0.000

18.583 0.10 0.50 0.11 0.000

18.667 0.10 0.50 0.11 0.000

18.750 0.09 0.50 0.10 0.000

18.833 0.09 0.50 0.10 0.000

18.917 0.08 0.50 0.09 0.000

19.000 0.08 0.50 0.09 0.000

19.083 0.08 0.50 0.08 0.000

19.167 0.07 0.50 0.08 0.000

19.250 0.07 0.50 0.08 0.000

19.333 0.07 0.50 0.07 0.000

19.417 0.06 0.50 0.07 0.000

19.500 0.06 0.50 0.07 0.000

19.583 0.06 0.50 0.06 0.000

19.667 0.06 0.50 0.06 0.000

19.750 0.05 0.50 0.06 0.000

19.833 0.05 0.50 0.06 0.000

19.917 0.05 0.50 0.05 0.000

20.000 0.05 0.50 0.05 0.000

20.083 0.04 0.50 0.05 0.000

20.167 0.04 0.50 0.05 0.000

20.250 0.04 0.50 0.04 0.000

20.333 0.04 0.50 0.04 0.000

20.417 0.04 0.50 0.04 0.000

20.500 0.03 0.50 0.04 0.000

20.583 0.03 0.50 0.04 0.000

20.667 0.03 0.50 0.03 0.000

20.750 0.03 0.50 0.03 0.000

20.833 0.03 0.50 0.03 0.000

20.917 0.03 0.50 0.03 0.000

21.000 0.03 0.50 0.03 0.000

21.083 0.03 0.50 0.03 0.000

21.167 0.02 0.50 0.03 0.000

21.250 0.02 0.50 0.03 0.000

21.333 0.02 0.50 0.02 0.000

21.417 0.02 0.50 0.02 0.000

21.500 0.02 0.50 0.02 0.000

21.583 0.02 0.50 0.02 0.000

21.667 0.02 0.50 0.02 0.000

21.750 0.02 0.50 0.02 0.000

21.833 0.02 0.50 0.02 0.000

21.917 0.02 0.50 0.02 0.000

22.000 0.02 0.50 0.02 0.000

22.083 0.01 0.50 0.02 0.000

22.167 0.01 0.50 0.02 0.000

22.250 0.01 0.50 0.01 0.000

22.333 0.01 0.50 0.01 0.000

22.417 0.01 0.50 0.01 0.000

22.500 0.01 0.50 0.01 0.000

22.583 0.01 0.50 0.01 0.000

22.667 0.01 0.50 0.01 0.000

22.750 0.01 0.50 0.01 0.000

22.833 0.01 0.50 0.01 0.000

22.917 0.01 0.50 0.01 0.000

23.000 0.01 0.50 0.01 0.000
Date: 4/17/2018 File Name: CCRRT3 Page: 116

23.083 0.01 0.50 0.01 0.000

23.167 0.01 0.50 0.01 0.000

23.250 0.01 0.50 0.01 0.000

23.333 0.01 0.50 0.01 0.000

23.417 0.01 0.50 0.01 0.000

23.500 0.01 0.50 0.01 0.000

23.583 0.01 0.50 0.01 0.000

23.667 0.01 0.50 0.01 0.000

23.750 0.01 0.50 0.01 0.000

23.833 0.01 0.50 0.01 0.000

23.917 0.01 0.50 0.01 0.000

STREAM HYDROGRAPH IN FIVE-MINUTE UNIT INTERVALS(CFS)
(Note: Time indicated is at END of Each Unit Intervals) ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 175.0 350.0 525.0 700.0
----------------------------------------------------------------------------

0.083 0.0000 0.00 Q . . . .

0.167 0.0173 2.51 Q . . . .

0.250 0.2193 29.33 VQ . . . .

0.333 0.5027 41.15 V Q . . . .

0.417 0.8215 46.29 V Q . . . .

0.500 1.2168 57.39 V Q . . . .

0.583 1.6999 70.15 V Q . . . .

0.667 2.2330 77.41 V Q . . . .

0.750 2.8293 86.58 V Q . . . .

0.833 3.4842 95.09 .V Q . . . .

0.917 4.1724 99.92 .V Q . . . .

1.000 4.8942 104.81 .V Q . . . .

1.083 5.6792 113.98 .V Q . . . .

1.167 6.5636 128.42 . V Q . . . .

1.250 7.5465 142.71 . V Q . . . .

1.333 8.6036 153.48 . V Q . . . .

1.417 9.7224 162.46 . V Q. . . .

1.500 10.9430 177.23 . V Q . . .

1.583 12.2747 193.36 . V .Q . . .

1.667 13.6892 205.39 . V .Q . . .

1.750 15.2011 219.53 . V . Q . . .

1.833 16.8554 240.20 . V . Q . . .

1.917 18.6337 258.22 . V . Q . . .

2.000 20.4944 270.17 . V . Q . . .

2.083 22.4456 283.31 . V . Q . . .

2.167 24.5685 308.25 . V . Q . . .

2.250 26.9924 351.95 . V . Q . .

2.333 29.7223 396.38 . V. . Q . .

2.417 32.6887 430.71 . V . Q . .

2.500 36.0936 494.40 . .V . Q . .

2.583 40.0506 574.56 . . V . . Q .

2.667 44.4973 645.65 . . V . . Q .

2.750 49.0534 661.54 . . V . . Q .

2.833 53.2874 614.77 . . V . . Q .

2.917 57.1445 560.05 . . V . . Q .

3.000 60.7442 522.68 . . V. Q. .

3.083 64.1019 487.54 . . V Q . .

3.167 67.2303 454.24 . . .V Q . .

Date: 4/17/2018 File Name: CCRRT3 Page: 117

3.250 70.1710 426.99 . . . V Q . .

3.333 72.9680 406.12 . . . Q . .

3.417 75.6464 388.91 . . . Q V . .

3.500 78.2119 372.52 . . .Q V . .

3.583 80.6705 356.98 . . Q V . .

3.667 83.0278 342.29 . . Q. V . .

3.750 85.2843 327.63 . . Q . V . .

3.833 87.4305 311.64 . . Q . V . .

3.917 89.4521 293.52 . . Q . V. .

4.000 91.3493 275.47 . . Q . V. .

4.083 93.1276 258.21 . . Q . V .

4.167 94.7916 241.61 . . Q . V .

4.250 96.3463 225.75 . . Q . .V .

4.333 97.7972 210.67 . . Q . .V .

4.417 99.1484 196.20 . .Q . . V .

4.500 100.3951 181.01 . Q . . V .

4.583 101.5257 164.17 . Q. . . V .

4.667 102.5442 147.89 . Q . . . V .

4.750 103.4780 135.59 . Q . . . V .

4.833 104.3572 127.66 . Q . . . V .

4.917 105.1966 121.88 . Q . . . V .

5.000 106.0008 116.77 . Q . . . V .

5.083 106.7715 111.90 . Q . . . V .

5.167 107.5095 107.16 . Q . . . V .

5.250 108.2156 102.53 . Q . . . V .

5.333 108.8907 98.03 . Q . . . V .

5.417 109.5359 93.67 . Q . . . V .

5.500 110.1515 89.39 . Q . . . V .

5.583 110.7394 85.37 . Q . . . V .

5.667 111.3010 81.54 . Q . . . V .

5.750 111.8373 77.88 . Q . . . V .

5.833 112.3496 74.38 . Q . . . V .

5.917 112.8388 71.04 . Q . . . V .

6.000 113.3061 67.85 . Q . . . V .

6.083 113.7523 64.80 . Q . . . V .

6.167 114.1784 61.86 . Q . . . V .

6.250 114.5849 59.03 . Q . . . V .

6.333 114.9732 56.38 . Q . . . V .

6.417 115.3440 53.85 . Q . . . V .

6.500 115.6982 51.43 . Q . . . V .

6.583 116.0365 49.12 . Q . . . V .

6.667 116.3597 46.92 . Q . . . V .

6.750 116.6682 44.80 . Q . . . V .

6.833 116.9620 42.66 . Q . . . V .

6.917 117.2426 40.73 . Q . . . V .

7.000 117.5105 38.90 . Q . . . V .

7.083 117.7664 37.15 . Q . . . V .

7.167 118.0107 35.48 . Q . . . V .

7.250 118.2441 33.89 .Q . . . V .

7.333 118.4670 32.36 .Q . . . V .

7.417 118.6785 30.71 .Q . . . V .

7.500 118.8783 29.02 .Q . . . V .

7.583 119.0691 27.70 .Q . . . V .

7.667 119.2512 26.45 .Q . . . V .

7.750 119.4251 25.25 .Q . . . V .

7.833 119.5911 24.10 .Q . . . V .

7.917 119.7496 23.01 .Q . . . V .

8.000 119.9010 21.97 .Q . . . V .

8.083 120.0454 20.98 .Q . . . V .

8.167 120.1833 20.02 .Q . . . V.

8.250 120.3150 19.12 .Q . . . V.

8.333 120.4407 18.25 .Q . . . V.

8.417 120.5607 17.42 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 118

8.500 120.6753 16.64 Q . . . V.

8.583 120.7847 15.88 Q . . . V.

8.667 120.8891 15.16 Q . . . V.

8.750 120.9888 14.48 Q . . . V.

8.833 121.0852 14.00 Q . . . V.

8.917 121.1791 13.64 Q . . . V.

9.000 121.2657 12.57 Q . . . V.

9.083 121.3483 12.00 Q . . . V.

9.167 121.4272 11.45 Q . . . V.

9.250 121.5025 10.94 Q . . . V.

9.333 121.5744 10.44 Q . . . V.

9.417 121.6431 9.97 Q . . . V.

9.500 121.7086 9.52 Q . . . V.

9.583 121.7712 9.08 Q . . . V.

9.667 121.8309 8.67 Q . . . V.

9.750 121.8879 8.28 Q . . . V.

9.833 121.9424 7.91 Q . . . V.

9.917 121.9944 7.55 Q . . . V.

10.000 122.0440 7.21 Q . . . V.

10.083 122.0914 6.88 Q . . . V.

10.167 122.1380 6.78 Q . . . V.

10.250 122.1841 6.68 Q . . . V.

10.333 122.2251 5.96 Q . . . V.

10.417 122.2643 5.69 Q . . . V.

10.500 122.3017 5.43 Q . . . V.

10.583 122.3373 5.18 Q . . . V.

10.667 122.3714 4.95 Q . . . V.

10.750 122.4040 4.72 Q . . . V.

10.833 122.4350 4.51 Q . . . V.

10.917 122.4647 4.31 Q . . . V.

11.000 122.4956 4.49 Q . . . V.

11.083 122.5243 4.17 Q . . . V.

11.167 122.5499 3.72 Q . . . V.

11.250 122.5744 3.55 Q . . . V.

11.333 122.5977 3.39 Q . . . V.

11.417 122.6206 3.32 Q . . . V.

11.500 122.6423 3.15 Q . . . V.

11.583 122.6625 2.94 Q . . . V.

11.667 122.6852 3.30 Q . . . V.

11.750 122.7073 3.20 Q . . . V.

11.833 122.7219 2.13 Q . . . V.

11.917 122.7386 2.42 Q . . . V.

12.000 122.7545 2.31 Q . . . V.

12.083 122.7697 2.21 Q . . . V.

12.167 122.7892 2.83 Q . . . V.

12.250 122.8040 2.16 Q . . . V.

12.333 122.8151 1.61 Q . . . V.

12.417 122.8275 1.81 Q . . . V.

12.500 122.8394 1.72 Q . . . V.

12.583 122.8563 2.46 Q . . . V.

12.667 122.8673 1.59 Q . . . V.

12.750 122.8773 1.46 Q . . . V.

12.833 122.8871 1.42 Q . . . V.

12.917 122.8973 1.48 Q . . . V.

13.000 122.9101 1.85 Q . . . V.

13.083 122.9214 1.65 Q . . . V.

13.167 122.9298 1.21 Q . . . V.

13.250 122.9383 1.24 Q . . . V.

13.333 122.9474 1.32 Q . . . V.

13.417 122.9573 1.43 Q . . . V.

13.500 122.9658 1.23 Q . . . V.

13.583 122.9727 1.01 Q . . . V.

13.667 122.9813 1.24 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 119

13.750 122.9895 1.19 Q . . . V.

13.833 122.9957 0.91 Q . . . V.

13.917 123.0023 0.96 Q . . . V.

14.000 123.0097 1.08 Q . . . V.

14.083 123.0173 1.11 Q . . . V.

14.167 123.0261 1.27 Q . . . V.

14.250 123.0346 1.24 Q . . . V.

14.333 123.0428 1.18 Q . . . V.

14.417 123.0505 1.13 Q . . . V.

14.500 123.0580 1.08 Q . . . V.

14.583 123.0651 1.03 Q . . . V.

14.667 123.0718 0.98 Q . . . V.

14.750 123.0783 0.94 Q . . . V.

14.833 123.0844 0.90 Q . . . V.

14.917 123.0903 0.85 Q . . . V.

15.000 123.0960 0.82 Q . . . V.

15.083 123.1013 0.78 Q . . . V.

15.167 123.1064 0.74 Q . . . V.

15.250 123.1113 0.71 Q . . . V.

15.333 123.1160 0.68 Q . . . V.

15.417 123.1205 0.65 Q . . . V.

15.500 123.1247 0.62 Q . . . V.

15.583 123.1288 0.59 Q . . . V.

15.667 123.1327 0.56 Q . . . V.

15.750 123.1364 0.54 Q . . . V.

15.833 123.1399 0.51 Q . . . V.

15.917 123.1433 0.49 Q . . . V.

16.000 123.1465 0.47 Q . . . V.

16.083 123.1496 0.45 Q . . . V.

16.167 123.1525 0.43 Q . . . V.

16.250 123.1553 0.41 Q . . . V.

16.333 123.1580 0.39 Q . . . V.

16.417 123.1605 0.37 Q . . . V.

16.500 123.1630 0.35 Q . . . V.

16.583 123.1653 0.34 Q . . . V.

16.667 123.1675 0.32 Q . . . V.

16.750 123.1696 0.31 Q . . . V.

16.833 123.1717 0.29 Q . . . V.

16.917 123.1736 0.28 Q . . . V.

17.000 123.1755 0.27 Q . . . V.

17.083 123.1772 0.26 Q . . . V.

17.167 123.1789 0.24 Q . . . V.

17.250 123.1805 0.23 Q . . . V.

17.333 123.1821 0.22 Q . . . V.

17.417 123.1835 0.21 Q . . . V.

17.500 123.1849 0.20 Q . . . V.

17.583 123.1862 0.19 Q . . . V.

17.667 123.1875 0.19 Q . . . V.

17.750 123.1887 0.18 Q . . . V.

17.833 123.1899 0.17 Q . . . V.

17.917 123.1910 0.16 Q . . . V.

18.000 123.1921 0.15 Q . . . V.

18.083 123.1931 0.15 Q . . . V.

18.167 123.1941 0.14 Q . . . V.

18.250 123.1950 0.13 Q . . . V.

18.333 123.1959 0.13 Q . . . V.

18.417 123.1967 0.12 Q . . . V.

18.500 123.1975 0.12 Q . . . V.

18.583 123.1983 0.11 Q . . . V.

18.667 123.1990 0.11 Q . . . V.

18.750 123.1997 0.10 Q . . . V.

18.833 123.2003 0.10 Q . . . V.

18.917 123.2010 0.09 Q . . . V.

Date: 4/17/2018 File Name: CCRRT3 Page: 120

19.000 123.2016 0.09 Q . . . V.

19.083 123.2022 0.08 Q . . . V.

19.167 123.2027 0.08 Q . . . V.

19.250 123.2033 0.08 Q . . . V.

19.333 123.2038 0.07 Q . . . V.

19.417 123.2042 0.07 Q . . . V.

19.500 123.2047 0.07 Q . . . V.

19.583 123.2051 0.06 Q . . . V.

19.667 123.2056 0.06 Q . . . V.

19.750 123.2060 0.06 Q . . . V.

19.833 123.2063 0.06 Q . . . V.

19.917 123.2067 0.05 Q . . . V.

20.000 123.2071 0.05 Q . . . V.
----------------------------------------------------------------------------- ---
TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE:
(Note: 100% of Peak Flow Rate estimate assumed to have
an instantaneous time duration)
Percentile of Estimated Duration
Peak Flow Rate (minutes)
======================= =========
0% 1205.0
10% 330.0
20% 215.0
30% 165.0
40% 125.0
50% 90.0
60% 60.0
70% 40.0
80% 25.0
90% 15.0
============================================================================ END OF FLOODSCx ROUTING ANALYSIS
APPENDIX B.4

CALIMESA CHANNEL HYDROLOGY

AVERAGE ADJUSTED LOSS RATES

SYNTETIC UNIT HYDROGRAPH METHOD
AREA 7
CALC. BY: OP 4/18/2018
CHECKED:
[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]
SOIL
GROUP
(PLATE C-1)
COVER
TYPE
RI
NUMBER
(PLATE E-6.1)

PERVIOUS AREA

INFILTRATION

RATE (IN/HR)

AMC III
(PLATE E-6.2)
LAND
USE

DECIMAL

PERCENT

OF AREA

IMPERVIOUS
(PLATE E-6.3)

ADJUSTED

INFILTRATION

RATE-(IN/HR)
[4] ( 1-.9[6] )
AREA
SQUARE
UNITS
(AC)
[8] / SUM [8] AVERAGE

ADJUSTED

INFILTRATION

RATE (IN/HR)
[7]*[9]
B Residential-Ls.-Good cover 56 0.3 S.F. 1/2 ACRE 0.4 0.192 92.90 0.1572 0.0302 B Residential-Ls.-Good cover 56 0.3 S.F. 1/4 ACRE 0.5 0.165 448.40 0.7586 0.1252 B Residential-Ls.-Good cover 56 0.3 Apartments 0.8 0.084 2.80 0.0047 0.0004 B Residential-Ls.-Good cover 56 0.3 Commercial 0.9 0.057 21.40 0.0362 0.0021 B Residential-Ls.-Good cover 56 0.3 Condominius 0.65 0.1245 2.10 0.0036 0.0004 B Residential-Ls.-Good cover 56 0.3 Mobil home Park 0.75 0.0975 23.50 0.0398 0.0039 SUM [8]= 591.1 F = SUM [10]= 0.1621
Fm = Minimum Loss Rate ~ F/2 = SUM[10]/2= 0.0811

AVERAGE ADJUSTED LOSS RATE

HYDROLOGY
MANUAL

SYNTHETIC UNIT HYDROGRAPH METHOD

BASIC DATA CALCULATION FORM

CALIMESA CHANNEL STAGE III - PROPOSED CONDITION

RIVERSIDE COUNTY
AREA 6
CALC. BY: OP 4/18/2018
CHECKED:
[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]
SOIL
GROUP
(PLATE C-1)
COVER
TYPE
RI
NUMBER
(PLATE E-6.1)

PERVIOUS AREA

INFILTRATION

RATE (IN/HR)

AMC III
(PLATE E-6.2)
LAND
USE

DECIMAL

PERCENT

OF AREA

IMPERVIOUS
(PLATE E-6.3)

ADJUSTED

INFILTRATION

RATE-(IN/HR)
[4] ( 1-.9[6] )
AREA
SQUARE
UNITS
(AC)
[8] / SUM [8] AVERAGE

ADJUSTED

INFILTRATION

RATE (IN/HR)
[7]*[9]
B Residential-Ls.-Good cover 56 0.3 S.F. 1/2 ACRE 0.4 0.192 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 S.F. 1/4 ACRE 0.5 0.165 5.30 0.2573 0.0425 B Residential-Ls.-Good cover 56 0.3 Apartments 0.8 0.084 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Commercial 0.9 0.057 15.30 0.7427 0.0423 B Residential-Ls.-Good cover 56 0.3 Condominius 0.65 0.1245 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Mobil home Park 0.75 0.0975 0.00 0.0000 0.0000 B Barren Natural 86 0.07 Natural 0 0.07 0.00 0.0000 0.0000 SUM [8]= 20.6 F = SUM [10]= 0.0848
Fm = Minimum Loss Rate ~ F/2 = SUM[10]/2= 0.0424

AVERAGE ADJUSTED LOSS RATE

HYDROLOGY
MANUAL

SYNTHETIC UNIT HYDROGRAPH METHOD

BASIC DATA CALCULATION FORM

CALIMESA CHANNEL STAGE III - PROPOSED CONDITION

RIVERSIDE COUNTY
AREA 5
CALC. BY: OP 4/18/2018
CHECKED:
[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]
SOIL
GROUP
(PLATE C-1)
COVER
TYPE
RI
NUMBER
(PLATE E-6.1)

PERVIOUS AREA

INFILTRATION

RATE (IN/HR)

AMC III
(PLATE E-6.2)
LAND
USE

DECIMAL

PERCENT

OF AREA

IMPERVIOUS
(PLATE E-6.3)

ADJUSTED

INFILTRATION

RATE-(IN/HR)
[4] ( 1-.9[6] )
AREA
SQUARE
UNITS
(AC)
[8] / SUM [8] AVERAGE

ADJUSTED

INFILTRATION

RATE (IN/HR)
[7]*[9]
B Residential-Ls.-Good cover 56 0.3 S.F. 1/2 ACRE 0.4 0.192 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 S.F. 1/4 ACRE 0.5 0.165 17.80 1.0000 0.1650 B Residential-Ls.-Good cover 56 0.3 Apartments 0.8 0.084 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Commercial 0.9 0.057 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Condominius 0.65 0.1245 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Mobil home Park 0.75 0.0975 0.00 0.0000 0.0000 B Barren Natural 86 0.07 Natural 0 0.07 0.00 0.0000 0.0000 SUM [8]= 17.8 F = SUM [10]= 0.1650
Fm = Minimum Loss Rate ~ F/2 = SUM[10]/2= 0.0825

AVERAGE ADJUSTED LOSS RATE

HYDROLOGY
MANUAL

SYNTHETIC UNIT HYDROGRAPH METHOD

BASIC DATA CALCULATION FORM

CALIMESA CHANNEL STAGE III - PROPOSED CONDITION

RIVERSIDE COUNTY
AREA 4
CALC. BY: OP 4/18/2018
CHECKED:
[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]

SOIL GROUP
(PLATE C-1)
COVER
TYPE
RI
NUMBER
(PLATE E-6.1)

PERVIOUS AREA

INFILTRATION

RATE (IN/HR)

AMC III
(PLATE E-6.2)
LAND
USE

DECIMAL

PERCENT

OF AREA

IMPERVIOUS
(PLATE E-6.3)

ADJUSTED

INFILTRATION

RATE-(IN/HR)
[4] ( 1-.9[6] )
AREA
SQUARE
UNITS
(AC)
[8] / SUM [8] AVERAGE

ADJUSTED

INFILTRATION

RATE (IN/HR)
[7]*[9]
B Residential-Ls.-Good cover 56 0.3 S.F. 1/2 ACRE 0.4 0.192 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 S.F. 1/4 ACRE 0.5 0.165 97.90 0.6655 0.1098 B Residential-Ls.-Good cover 56 0.3 Apartments 0.8 0.084 3.40 0.0231 0.0019 B Residential-Ls.-Good cover 56 0.3 Commercial 0.9 0.057 17.80 0.1210 0.0069 B Residential-Ls.-Good cover 56 0.3 Condominius 0.65 0.1245 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Mobil home Park 0.75 0.0975 27.50 0.1869 0.0182 B Barren Natural 86 0.07 Natural 0 0.07 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 S.F. 1/2 ACRE 0.4 0.1216 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 S.F. 1/4 ACRE 0.5 0.1045 0.50 0.0034 0.0004 C Residential-Ls.-Good cover 69 0.19 Apartments 0.8 0.0532 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 Commercial 0.9 0.0361 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 Condominius 0.65 0.07885 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 Mobil home Park 0.75 0.06175 0.00 0.0000 0.0000 C Barren Natural 91 0.04 Natural 0 0.04 0.00 0.0000 0.0000 SUM [8]= 147.10 F = SUM [10]= 0.1372
Fm = Minimum Loss Rate ~ F/2 = SUM[10]/2= 0.0686

AVERAGE ADJUSTED LOSS RATE

HYDROLOGY
MANUAL

SYNTHETIC UNIT HYDROGRAPH METHOD

BASIC DATA CALCULATION FORM

CALIMESA CHANNEL STAGE III - PROPOSED CONDITION

RIVERSIDE COUNTY
AREA 3
CALC. BY: OP 4/18/2018
CHECKED:
[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]

SOIL GROUP
(PLATE C-1)
COVER
TYPE
RI
NUMBER
(PLATE E-6.1)

PERVIOUS AREA

INFILTRATION

RATE (IN/HR)

AMC III
(PLATE E-6.2)
LAND
USE

DECIMAL

PERCENT

OF AREA

IMPERVIOUS
(PLATE E-6.3)

ADJUSTED

INFILTRATION

RATE-(IN/HR)
[4] ( 1-.9[6] )
AREA
SQUARE
UNITS
(AC)
[8] / SUM [8] AVERAGE

ADJUSTED

INFILTRATION

RATE (IN/HR)
[7]*[9]
B Residential-Ls.-Good cover 56 0.3 S.F. 1/2 ACRE 0.4 0.192 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 S.F. 1/4 ACRE 0.5 0.165 5.10 0.7183 0.1185 B Residential-Ls.-Good cover 56 0.3 Apartments 0.8 0.084 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Commercial 0.9 0.057 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Condominius 0.65 0.1245 1.20 0.1690 0.0210 B Residential-Ls.-Good cover 56 0.3 Mobil home Park 0.75 0.0975 0.00 0.0000 0.0000 B Barren Natural 86 0.07 Natural 0 0.07 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 S.F. 1/2 ACRE 0.4 0.1216 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 S.F. 1/4 ACRE 0.5 0.1045 0.40 0.0563 0.0059 C Residential-Ls.-Good cover 69 0.19 Apartments 0.8 0.0532 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 Commercial 0.9 0.0361 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 Condominius 0.65 0.07885 0.40 0.0563 0.0044 C Residential-Ls.-Good cover 69 0.19 Mobil home Park 0.75 0.06175 0.00 0.0000 0.0000 C Barren Natural 91 0.04 Natural 0 0.04 0.00 0.0000 0.0000 SUM [8]= 7.10 F = SUM [10]= 0.1499
Fm = Minimum Loss Rate ~ F/2 = SUM[10]/2= 0.0749

AVERAGE ADJUSTED LOSS RATE

HYDROLOGY
MANUAL

SYNTHETIC UNIT HYDROGRAPH METHOD

BASIC DATA CALCULATION FORM

CALIMESA CHANNEL STAGE III - PROPOSED CONDITION

RIVERSIDE COUNTY
AREA 2
CALC. BY: OP 4/18/2018
CHECKED:
[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]

SOIL GROUP
(PLATE C-1)
COVER
TYPE
RI
NUMBER
(PLATE E-6.1)

PERVIOUS AREA

INFILTRATION

RATE (IN/HR)

AMC III
(PLATE E-6.2)
LAND
USE

DECIMAL

PERCENT

OF AREA

IMPERVIOUS
(PLATE E-6.3)

ADJUSTED

INFILTRATION

RATE-(IN/HR)
[4] ( 1-.9[6] )
AREA
SQUARE
UNITS
(AC)
[8] / SUM [8] AVERAGE

ADJUSTED

INFILTRATION

RATE (IN/HR)
[7]*[9]
B Residential-Ls.-Good cover 56 0.3 S.F. 1/2 ACRE 0.4 0.192 1.30 0.0992 0.0191 B Residential-Ls.-Good cover 56 0.3 S.F. 1/4 ACRE 0.5 0.165 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Apartments 0.8 0.084 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Commercial 0.9 0.057 8.80 0.6718 0.0383 B Residential-Ls.-Good cover 56 0.3 Condominius 0.65 0.1245 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Mobil home Park 0.75 0.0975 3.00 0.2290 0.0223 B Barren Natural 86 0.07 Natural 0 0.07 0.00 0.0000 0.0000 SUM [8]= 13.10 F = SUM [10]= 0.0797
Fm = Minimum Loss Rate ~ F/2 = SUM[10]/2= 0.0398

AVERAGE ADJUSTED LOSS RATE

HYDROLOGY
MANUAL

SYNTHETIC UNIT HYDROGRAPH METHOD

BASIC DATA CALCULATION FORM

CALIMESA CHANNEL STAGE III - PROPOSED CONDITION

RIVERSIDE COUNTY
AREA 1
CALC. BY: OP 4/18/2018
CHECKED:
[1] [2] [3] [4] [5] [6] [7] [8] [9] [10]

SOIL GROUP
(PLATE C-1)
COVER
TYPE
RI
NUMBER
(PLATE E-6.1)

PERVIOUS AREA

INFILTRATION

RATE (IN/HR)

AMC III
(PLATE E-6.2)
LAND
USE

DECIMAL

PERCENT

OF AREA

IMPERVIOUS
(PLATE E-6.3)

ADJUSTED

INFILTRATION

RATE-(IN/HR)
[4] ( 1-.9[6] )
AREA
SQUARE
UNITS
(AC)
[8] / SUM [8] AVERAGE

ADJUSTED

INFILTRATION

RATE (IN/HR)
[7]*[9]
B Residential-Ls.-Good cover 56 0.3 S.F. 1/2 ACRE 0.4 0.192 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 S.F. 1/4 ACRE 0.5 0.165 6.90 0.2604 0.0430 B Residential-Ls.-Good cover 56 0.3 Apartments 0.8 0.084 1.10 0.0415 0.0035 B Residential-Ls.-Good cover 56 0.3 Commercial 0.9 0.057 11.00 0.4151 0.0237 B Residential-Ls.-Good cover 56 0.3 Condominius 0.65 0.1245 0.00 0.0000 0.0000 B Residential-Ls.-Good cover 56 0.3 Mobil home Park 0.75 0.0975 0.00 0.0000 0.0000 B Barren Natural 86 0.07 Natural 0 0.07 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 S.F. 1/2 ACRE 0.4 0.1216 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 S.F. 1/4 ACRE 0.5 0.1045 2.10 0.0792 0.0083 C Residential-Ls.-Good cover 69 0.19 Apartments 0.8 0.0532 0.10 0.0038 0.0002 C Residential-Ls.-Good cover 69 0.19 Commercial 0.9 0.0361 1.90 0.0717 0.0026 C Residential-Ls.-Good cover 69 0.19 Condominius 0.65 0.07885 0.00 0.0000 0.0000 C Residential-Ls.-Good cover 69 0.19 Mobil home Park 0.75 0.06175 0.00 0.0000 0.0000 C Barren Natural 91 0.04 Natural 0 0.04 0.00 0.0000 0.0000 D Residential-Ls.-Good cover 75 0.15 S.F. 1/2 ACRE 0.4 0.096 0.00 0.0000 0.0000 D Residential-Ls.-Good cover 75 0.15 S.F. 1/4 ACRE 0.5 0.0825 1.60 0.0604 0.0050 D Residential-Ls.-Good cover 75 0.15 Apartments 0.8 0.042 0.00 0.0000 0.0000 D Residential-Ls.-Good cover 75 0.15 Commercial 0.9 0.0285 1.80 0.0679 0.0019 D Residential-Ls.-Good cover 75 0.15 Condominius 0.65 0.06225 0.00 0.0000 0.0000 D Residential-Ls.-Good cover 75 0.15 Mobil home Park 0.75 0.04875 0.00 0.0000 0.0000 D Barren Natural 93 0.03 Natural 0 0.03 0.00 0.0000 0.0000 SUM [8]= 26.50 F = SUM [10]= 0.0881
Fm = Minimum Loss Rate ~ F/2 = SUM[10]/2= 0.0440

AVERAGE ADJUSTED LOSS RATE

HYDROLOGY
MANUAL

SYNTHETIC UNIT HYDROGRAPH METHOD

BASIC DATA CALCULATION FORM

CALIMESA CHANNEL STAGE III - PROPOSED CONDITION

RIVERSIDE COUNTY

APPENDIX C

CULVERT ANALYSIS
APPENDIX C.1
EXISTING 78 INCH RCP

CULVERT ANALYSIS

APPENDIX C.2
PROPOSED 54 INCH RCP

CULVERT ANALYSIS

APPENDIX C.3
EXISTING 6 FOOT X 6 FOOT RCB

CULVERT ANALYSIS

APPENDIX C.4
PROPOSED DUAL 42 INCH RCP

CULVERT ANALYSIS
Culvert Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Wednesday, May 2 2018 Appendix C.5 - 2-42 inch RCP outlet at 3rd. St. Retarding Basin Invert Elev Dn (ft) = 2464.00
Pipe Length (ft) = 164.36
Slope (%) = 0.61
Invert Elev Up (ft) = 2465.00
Rise (in) = 42.0
Shape = Circular
Span (in) = 42.0
No. Barrels = 2
n-Value = 0.013
Culvert Type = Circular Concrete
Culvert Entrance = Groove end w/headwall (C)
Coeff. K,M,c,Y,k = 0.0018, 2, 0.0292, 0.74, 0.2
Embankment
Top Elevation (ft) = 2482.00
Top Width (ft) = 60.00
Crest Width (ft) = 225.00
Calculations
Qmin (cfs) = 28.00
Qmax (cfs) = 428.00
Tailwater Elev (ft) = Critical
Highlighted
Qtotal (cfs) = 428.00
Qpipe (cfs) = 427.65
Qovertop (cfs) = 0.35
Veloc Dn (ft/s) = 22.25
Veloc Up (ft/s) = 22.22
HGL Dn (ft) = 2467.47
HGL Up (ft) = 2474.65
Hw Elev (ft) = 2482.00
Hw/D (ft) = 4.86
Flow Regime = Inlet Control

Hydraflow Express - Appendix C.5 - 2-42 inch RCP Outlet at 3rd St. Retarding Basin -5/2/2018 1 Total Pipe Over Dn Up Dn Up Dn Up Hw Hw/D
(cfs) (cfs) (cfs) (ft/s) (ft/s) (in) (in) (ft) (ft) (ft) 28 28 0 6.14 5.17 12.04 13.65 2465.00 2466.14 2466.55 0.44 32 32 0 6.38 5.37 12.9 14.62 2465.08 2466.22 2466.66 0.47 36 36 0 6.55 5.56 13.78 15.54 2465.15 2466.30 2466.77 0.51 40 40 0 6.74 5.74 14.58 16.42 2465.22 2466.37 2466.88 0.54 44 44 0 6.95 5.91 15.28 17.26 2465.27 2466.44 2466.98 0.57 48 48 0 7.13 6.07 15.99 18.05 2465.33 2466.50 2467.08 0.59 52 52 0 7.29 6.22 16.71 18.82 2465.39 2466.57 2467.17 0.62 56 56 0 7.42 6.37 17.43 19.57 2465.45 2466.63 2467.27 0.65 60 60 0 7.53 6.52 18.16 20.29 2465.51 2466.69 2467.36 0.67 64 64 0 7.68 6.66 18.78 20.98 2465.57 2466.75 2467.45 0.7 68 68 0 7.82 6.79 19.41 21.67 2465.62 2466.81 2467.54 0.72 72 72 0 7.95 6.93 20.04 22.32 2465.67 2466.86 2467.62 0.75 76 76 0 8.06 7.06 20.67 22.96 2465.72 2466.91 2467.71 0.77 80 80 0 8.17 7.19 21.3 23.58 2465.78 2466.97 2467.79 0.8 84 84 0 8.27 7.32 21.93 24.19 2465.83 2467.02 2467.87 0.82 88 88 0 8.36 7.45 22.56 24.79 2465.88 2467.07 2467.96 0.84 92 92 0 8.45 7.57 23.19 25.37 2465.93 2467.11 2468.04 0.87 96 96 0 8.53 7.7 23.81 25.93 2465.98 2467.16 2468.12 0.89 100 100 0 8.61 7.82 24.43 26.49 2466.04 2467.21 2468.20 0.91 104 104 0 8.69 7.94 25.05 27.04 2466.09 2467.25 2468.28 0.94 108 108 0 8.07 8.07 27.57 27.57 2466.30 2467.30 2468.36 0.96 112 112 0 8.19 8.19 28.1 28.1 2466.34 2467.34 2468.43 0.98 116 116 0 8.31 8.31 28.6 28.6 2466.38 2467.38 2468.51 1 120 120 0 8.43 8.43 29.1 29.1 2466.43 2467.43 2468.72 1.06 124 124 0 8.56 8.56 29.58 29.58 2466.47 2467.47 2468.79 1.08 128 128 0 8.68 8.69 30.06 30.06 2466.51 2467.51 2468.87 1.11 132 132 0 8.81 8.81 30.53 30.53 2466.54 2467.54 2468.95 1.13 136 136 0 8.94 8.94 30.99 30.99 2466.58 2467.58 2469.04 1.15 140 140 0 9.06 9.04 31.44 31.53 2466.62 2467.63 2469.13 1.18 144 144 0 9.19 9.17 31.87 31.96 2466.66 2467.66 2469.22 1.2 148 148 0 9.32 9.3 32.29 32.38 2466.69 2467.70 2469.31 1.23 Q Veloc Depth HGL
Hydraflow Express - Appendix C.5 - 2-42 inch RCP Outlet at 3rd St. Retarding Basin -5/2/2018 2 Total Pipe Over Dn Up Dn Up Dn Up Hw Hw/D
(cfs) (cfs) (cfs) (ft/s) (ft/s) (in) (in) (ft) (ft) (ft) Q Veloc Depth HGL
152 152 0 9.45 9.43 32.7 32.79 2466.73 2467.73 2469.40 1.26 156 156 0 9.59 9.59 33.11 33.11 2466.76 2467.76 2469.50 1.29 160 160 0 9.72 9.72 33.5 33.5 2466.79 2467.79 2469.60 1.31 164 164 0 9.86 9.86 33.88 33.88 2466.82 2467.82 2469.70 1.34 168 168 0 10 10 34.26 34.26 2466.86 2467.86 2469.81 1.37 172 172 0 10.14 10.14 34.61 34.61 2466.88 2467.88 2469.91 1.4 176 176 0 10.28 10.28 34.96 34.96 2466.91 2467.91 2470.02 1.43 180 180 0 10.43 9.35 35.29 42 2466.94 2468.56 2470.14 1.47 184 184 0 10.57 9.56 35.62 42 2466.97 2468.62 2470.25 1.5 188 188 0 10.73 9.77 35.93 42 2466.99 2468.69 2470.37 1.53 192 192 0 10.88 9.98 36.23 42 2467.02 2468.75 2470.49 1.57 196 196 0 11.03 10.19 36.52 42 2467.04 2468.81 2470.61 1.6 200 200 0 11.19 10.39 36.8 42 2467.07 2468.88 2470.73 1.64 204 204 0 11.35 10.6 37.07 42 2467.09 2468.95 2470.86 1.67 208 208 0 11.51 10.81 37.32 42 2467.11 2469.01 2470.99 1.71 212 212 0 11.68 11.02 37.56 42 2467.13 2469.08 2471.12 1.75 216 216 0 11.84 11.23 37.8 42 2467.15 2469.15 2471.26 1.79 220 220 0 12.01 11.43 38.02 42 2467.17 2469.22 2471.40 1.83 224 224 0 12.18 11.64 38.23 42 2467.19 2469.29 2471.54 1.87 228 228 0 12.36 11.85 38.43 42 2467.20 2469.37 2471.68 1.91 232 232 0 12.53 12.06 38.62 42 2467.22 2469.44 2471.82 1.95 236 236 0 12.71 12.26 38.8 42 2467.23 2469.52 2471.97 1.99 240 240 0 12.89 12.47 38.97 42 2467.25 2469.59 2472.12 2.03 244 244 0 13.07 12.68 39.13 42 2467.26 2469.67 2472.27 2.08 248 248 0 13.25 12.89 39.28 42 2467.27 2469.75 2472.43 2.12 252 252 0 13.44 13.1 39.43 42 2467.29 2469.83 2472.59 2.17 256 256 0 13.62 13.3 39.57 42 2467.30 2469.91 2472.75 2.21 260 260 0 13.81 13.51 39.69 42 2467.31 2469.99 2472.91 2.26 264 264 0 14 13.72 39.81 42 2467.32 2470.08 2473.08 2.31 268 268 0 14.19 13.93 39.93 42 2467.33 2470.16 2473.24 2.36 272 272 0 14.38 14.14 40.04 42 2467.34 2470.25 2473.41 2.4 Hydraflow Express - Appendix C.5 - 2-42 inch RCP Outlet at 3rd St. Retarding Basin -5/2/2018 3 Total Pipe Over Dn Up Dn Up Dn Up Hw Hw/D
(cfs) (cfs) (cfs) (ft/s) (ft/s) (in) (in) (ft) (ft) (ft) Q Veloc Depth HGL
276 276 0 14.57 14.34 40.14 42 2467.35 2470.34 2473.59 2.45 280 280 0 14.76 14.55 40.23 42 2467.35 2470.43 2473.76 2.5 284 284 0 14.96 14.76 40.32 42 2467.36 2470.52 2473.94 2.55 288 288 0 15.15 14.97 40.41 42 2467.37 2470.61 2474.12 2.61 292 292 0 15.35 15.17 40.49 42 2467.37 2470.70 2474.30 2.66 296 296 0 15.55 15.38 40.57 42 2467.38 2470.80 2474.49 2.71 300 300 0 15.75 15.59 40.63 42 2467.39 2470.89 2474.68 2.76 304 304 0 15.94 15.8 40.71 42 2467.39 2470.99 2474.87 2.82 308 308 0 16.14 16.01 40.76 42 2467.40 2471.09 2475.06 2.87 312 312 0 16.34 16.21 40.83 42 2467.40 2471.19 2475.26 2.93 316 316 0 16.54 16.42 40.88 42 2467.41 2471.29 2475.45 2.99 320 320 0 16.74 16.63 40.94 42 2467.41 2471.39 2475.66 3.04 324 324 0 16.95 16.84 40.98 42 2467.42 2471.50 2475.86 3.1 328 328 0 17.15 17.05 41.03 42 2467.42 2471.60 2476.06 3.16 332 332 0 17.35 17.25 41.08 42 2467.42 2471.71 2476.27 3.22 336 336 0 17.55 17.46 41.12 42 2467.43 2471.82 2476.48 3.28 340 340 0 17.75 17.67 41.16 42 2467.43 2471.92 2476.70 3.34 344 344 0 17.96 17.88 41.19 42 2467.43 2472.03 2476.91 3.4 348 348 0 18.16 18.09 41.23 42 2467.44 2472.15 2477.13 3.47 352 352 0 18.36 18.29 41.26 42 2467.44 2472.26 2477.35 3.53 356 356 0 18.57 18.5 41.3 42 2467.44 2472.38 2477.57 3.59 360 360 0 18.77 18.71 41.33 42 2467.44 2472.49 2477.80 3.66 364 364 0 18.98 18.92 41.36 42 2467.45 2472.61 2478.03 3.72 368 368 0 19.18 19.12 41.38 42 2467.45 2472.73 2478.26 3.79 372 372 0 19.39 19.33 41.41 42 2467.45 2472.85 2478.49 3.86 376 376 0 19.59 19.54 41.43 42 2467.45 2472.97 2478.73 3.92 380 380 0 19.8 19.75 41.46 42 2467.46 2473.09 2478.97 3.99 384 384 0 20 19.96 41.48 42 2467.46 2473.21 2479.21 4.06 388 388 0 20.21 20.16 41.5 42 2467.46 2473.34 2479.45 4.13 392 392 0 20.41 20.37 41.52 42 2467.46 2473.46 2479.70 4.2 396 396 0 20.62 20.58 41.54 42 2467.46 2473.59 2479.95 4.27 Hydraflow Express - Appendix C.5 - 2-42 inch RCP Outlet at 3rd St. Retarding Basin -5/2/2018 4 Total Pipe Over Dn Up Dn Up Dn Up Hw Hw/D
(cfs) (cfs) (cfs) (ft/s) (ft/s) (in) (in) (ft) (ft) (ft) Q Veloc Depth HGL
400 400 0 20.83 20.79 41.56 42 2467.46 2473.72 2480.20 4.34 404 404 0 21.03 21 41.58 42 2467.47 2473.85 2480.45 4.41 408 408 0 21.24 21.2 41.59 42 2467.47 2473.98 2480.71 4.49 412 412 0 21.44 21.41 41.61 42 2467.47 2474.12 2480.97 4.56 416 416 0 21.65 21.62 41.62 42 2467.47 2474.25 2481.23 4.64 420 420 0 21.86 21.83 41.63 42 2467.47 2474.39 2481.49 4.71 424 424 0 22.06 22.03 41.65 42 2467.47 2474.52 2481.76 4.79 428 427.65 0.35 22.25 22.22 41.66 42 2467.47 2474.65 2482.00 4.86

APPENDIX D

HYDRAULIC CALCULATIONS
APPENDIX D.1

PROPOSED CALIMESA CHANNEL HYDRAULICS

WITH FLOW SPLIT

WSPGW MODEL AND OUTPUT
FILE: CCALTX2.WSW W S P G W - EDIT LISTING - Version 14.08 Date: 4- 9-2018 Time:10: 9:45 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)

CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP
CD 2 4 1 6.000
CD 3 4 1 4.500
CD 4 4 1 1.500
CD 5 1 0 .000 5.000 4.000 1.500 1.500 .00
CD 6 2 0 .000 17.500 9.000 .00
CD 8 4 1 6.500
CD 9 3 0 .000 6.000 6.000 .000 .000 .00
CD 10 4 1 6.250
CD 11 3 0 .000 2.000 4.500 .000 .000 .00
CD 1 5 0 .000
FILE: W S P G W - EDIT LISTING - Version 14.08 Date: 4- 9-2018 Time:10: 9:45 WATER SURFACE PROFILE - CROSS SECTION POINT LISTING PAGE 2 CARD SECT NO OF X(1) , Y(1) X(2) , Y(2) X(3) , Y(3) X(4) , Y(4) X(5) , Y(5) X(6) , Y(6) X(7) , Y(7) CODE NO POINTS X(8) , Y(8) X(9) , Y(9) X(10) ,Y(10) X(11) ,Y(11) X(N) , Y(N) X(N+1),Y(N+1) X(35) ,Y(35) PTS 1 4 .000 17.500 17.500 .000 26.500 .000 44.000 17.500 W S P G W PAGE NO 1

WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -

CALIMESA CHANNEL STAGE III
HEADING LINE NO 2 IS -

OUTFLOW AT EAST OF BAKER'S
HEADING LINE NO 3 IS -
RETARDING BASIN AT 3RD STREET-ALT12-WITH FLOW SPLIT
W S P G W PAGE NO 2

WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 1 IS A SYSTEM OUTLET * * *

U/S DATA STATION INVERT SECT W S ELEV
457.710 2360.360 1 2372.770
ELEMENT NO 2 IS A TRANSITION * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE
462.710 2360.360 6 .030 .000 .000

THE ABOVE ELEMENT CONTAINED AN INVERT ELEV WHICH WAS NOT GREATER THAN THE PREVIOUS INVERT ELEV -WARNING ELEMENT NO 3 IS A WALL EXIT *

U/S DATA STATION INVERT SECT
462.710 2360.360 8
ELEMENT NO 4 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 468.280 2360.490 8 .013 .000 .000 .000 0
ELEMENT NO 5 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 573.000 2362.950 8 .013 200.000 30.000 .000 0
ELEMENT NO 6 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 682.940 2365.540 8 .013 .000 .000 .000 0
ELEMENT NO 7 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 749.200 2367.630 8 .013 180.002 -21.091 .000 1
ELEMENT NO 8 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 813.100 2369.640 8 .013 .000 .000 .000 0
ELEMENT NO 9 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 923.060 2373.100 8 .013 180.002 35.001 .000 0
ELEMENT NO 10 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 980.050 2374.900 8 .013 .000 .000 .000 0
ELEMENT NO 11 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 994.580 2375.360 8 .013 .000 .000 .125 0
ELEMENT NO 12 IS A JUNCTION * * * * * * *
U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1001.580 2376.080 2 3 0 .013 99.870 .000 2376.600 .000 69.000 .000

RADIUS ANGLE
.000 .000
W S P G W PAGE NO 3

WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 13 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1082.050 2378.780 2 .013 .000 .000 .000 0
ELEMENT NO 14 IS A JUNCTION * * * * * * *
U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 1084.550 2378.870 2 4 0 .013 16.220 .000 2381.080 .000 -90.000 .000

RADIUS ANGLE
.000 .000
ELEMENT NO 15 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1156.670 2381.290 2 .013 .000 .000 .000 0
ELEMENT NO 16 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1188.090 2382.350 2 .013 180.005 -10.001 .000 0
ELEMENT NO 17 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1196.910 2382.650 2 .013 .000 .000 .000 0
ELEMENT NO 18 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1228.320 2383.700 2 .013 180.002 9.998 .000 0
ELEMENT NO 19 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1250.000 2384.430 2 .013 .000 .000 .000 0
ELEMENT NO 20 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1493.700 2389.190 2 .013 .000 .000 .000 0
ELEMENT NO 21 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1875.260 2396.630 2 .013 .000 .000 -.002 1
ELEMENT NO 22 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1927.440 2397.640 2 .013 180.004 -16.609 .000 1
ELEMENT NO 23 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2163.160 2402.240 2 .013 .000 .000 .000 0
ELEMENT NO 24 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2427.080 2407.390 2 .013 .000 .000 -.013 1
W S P G W PAGE NO 4

WATER SURFACE PROFILE - ELEMENT CARD LISTING
ELEMENT NO 25 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2500.000 2408.808 2 .013 135.001 30.948 .000 0
ELEMENT NO 26 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2617.940 2411.810 2 .013 135.001 50.055 .000 0
ELEMENT NO 27 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2627.070 2412.040 2 .013 .000 .000 .000 0
ELEMENT NO 28 IS A TRANSITION * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE
2637.070 2412.290 9 .013 .000 .000
ELEMENT NO 29 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2723.980 2414.510 9 .013 225.004 -22.131 .000 0
ELEMENT NO 30 IS A JUNCTION * * * * * * *
U/S DATA STATION INVERT SECT LAT-1 LAT-2 N Q3 Q4 INVERT-3 INVERT-4 PHI 3 PHI 4 2730.750 2414.680 9 11 0 .013 -61.040 .000 2414.540 .000 90.000 .000

RADIUS ANGLE
224.996 -1.724
ELEMENT NO 31 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2755.170 2415.300 9 .013 225.017 -6.218 .000 0
ELEMENT NO 32 IS A REACH * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 2806.810 2416.610 9 .013 .000 .000 .000 0
ELEMENT NO 33 IS A TRANSITION * * *

U/S DATA STATION INVERT SECT N RADIUS ANGLE
2866.810 2421.110 5 .014 .000 .000
ELEMENT NO 34 IS A SYSTEM HEADWORKS * *

U/S DATA STATION INVERT SECT W S ELEV
2866.810 2421.110 5 2424.440
FILE: CCALTX2.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 1 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 4- 9-2018 Time:10: 9:50

CALIMESA CHANNEL STAGE III

OUTFLOW AT EAST OF BAKER'S
RETARDING BASIN AT 3RD STREET-ALT12-WITH FLOW SPLIT
************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|
L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | |
457.710 2360.360 12.410 2372.770 662.64 2.49 .10 2372.87 .00 4.62 33.82 1 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
TRANS STR .0000 .0016 .01 12.41 .16 .030 IR-OPEN
| | | | | | | | | | | | |
462.710 2360.360 12.183 2372.543 662.64 6.04 .57 2373.11 .00 5.52 9.00 17.500 9.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

WALL EXIT
| | | | | | | | | | | | |
462.710 2360.360 12.184 2372.544 662.64 19.97 6.19 2378.74 .00 6.24 .00 6.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

5.570 .0233 .0160 .09 12.18 .00 4.51 .013 .00 .00 PIPE
| | | | | | | | | | | | |
468.280 2360.490 12.143 2372.633 662.64 19.97 6.19 2378.83 .00 6.24 .00 6.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
104.720 .0235 .0160 1.67 .00 .00 4.50 .013 .00 .00 PIPE | | | | | | | | | | | | |
573.000 2362.950 12.071 2375.021 662.64 19.97 6.19 2381.21 .00 6.24 .00 6.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
109.940 .0236 .0160 1.76 12.07 .00 4.49 .013 .00 .00 PIPE | | | | | | | | | | | | |
682.940 2365.540 11.237 2376.777 662.64 19.97 6.19 2382.97 .00 6.24 .00 6.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

66.260 .0315 .0160 1.06 .00 .00 4.05 .013 .00 .00 PIPE
| | | | | | | | | | | | |
749.200 2367.630 11.115 2378.745 662.64 19.97 6.19 2384.94 .00 6.24 .00 6.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

63.900 .0315 .0160 1.02 11.12 .00 4.06 .013 .00 .00 PIPE | | | | | | | | | | | | |
813.100 2369.640 10.126 2379.766 662.64 19.97 6.19 2385.96 .00 6.24 .00 6.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
109.960 .0315 .0160 1.76 .00 .00 4.05 .013 .00 .00 PIPE | | | | | | | | | | | | |
923.060 2373.100 9.194 2382.294 662.64 19.97 6.19 2388.49 .00 6.24 .00 6.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

56.990 .0316 .0160 .91 9.19 .00 4.05 .013 .00 .00 PIPE
FILE: CCALTX2.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 2 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 4- 9-2018 Time:10: 9:50

CALIMESA CHANNEL STAGE III

14.530 .0317 .0160 .23 8.30 .00 4.05 .013 .00 .00 PIPE
| | | | | | | | | | | | |
994.580 2375.360 8.079 2383.439 662.64 19.97 6.19 2389.63 .00 6.24 .00 6.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
JUNCT STR .1029 .0168 .12 8.08 .00 .013 .00 .00 PIPE
| | | | | | | | | | | | |
1001.580 2376.080 9.303 2385.383 562.77 19.90 6.15 2391.53 .00 5.79 .00 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

80.470 .0336 .0177 1.42 9.30 .00 3.79 .013 .00 .00 PIPE | | | | | | | | | | | | |
1082.050 2378.780 8.024 2386.804 562.77 19.90 6.15 2392.96 .00 5.79 .00 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
JUNCT STR .0360 8.02 .00 .013 .00 .00 PIPE
| | | | | | | | | | | | |
1084.550 2378.870 4.088 2382.958 546.55 26.63 11.02 2393.97 .00 5.76 5.59 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

72.120 .0336 .0244 1.76 4.09 2.45 3.71 .013 .00 .00 PIPE | | | | | | | | | | | | |
1156.670 2381.290 4.231 2385.521 546.55 25.65 10.22 2395.74 .62 5.76 5.47 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

31.420 .0337 .0227 .71 4.85 2.29 3.71 .013 .00 .00 PIPE | | | | | | | | | | | | |
1188.090 2382.350 4.316 2386.666 546.55 25.11 9.79 2396.45 .00 5.76 5.39 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

8.820 .0340 .0220 .19 4.32 2.20 3.70 .013 .00 .00 PIPE
| | | | | | | | | | | | |
1196.910 2382.650 4.343 2386.993 546.55 24.93 9.65 2396.65 .58 5.76 5.36 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

31.410 .0334 .0212 .66 4.92 2.17 3.72 .013 .00 .00 PIPE | | | | | | | | | | | | |
1228.320 2383.700 4.453 2388.153 546.55 24.29 9.16 2397.31 .00 5.76 5.25 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

21.680 .0337 .0200 .43 4.45 2.07 3.71 .013 .00 .00 PIPE FILE: CCALTX2.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 3 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 4- 9-2018 Time:10: 9:50

CALIMESA CHANNEL STAGE III

OUTFLOW AT EAST OF BAKER'S
RETARDING BASIN AT 3RD STREET-ALT12-WITH FLOW SPLIT
************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|
L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | |
1250.000 2384.430 4.549 2388.979 546.55 23.76 8.77 2397.75 .00 5.76 5.14 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
243.700 .0195 .0195 4.76 4.55 1.98 4.55 .013 .00 .00 PIPE | | | | | | | | | | | | |
1493.700 2389.190 4.549 2393.739 546.55 23.76 8.77 2402.51 .00 5.76 5.14 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
381.560 .0195 .0196 7.48 4.55 1.98 4.55 .013 .00 .00 PIPE | | | | | | | | | | | | |
1875.260 2396.630 4.535 2401.165 546.55 23.84 8.82 2409.99 .51 5.76 5.15 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

52.180 .0194 .0197 1.03 5.04 1.99 4.57 .013 .00 .00 PIPE | | | | | | | | | | | | |
1927.440 2397.640 4.529 2402.169 546.55 23.87 8.85 2411.02 .00 5.76 5.16 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
235.720 .0195 .0199 4.69 4.53 2.00 4.55 .013 .00 .00 PIPE | | | | | | | | | | | | |
2163.160 2402.240 4.501 2406.741 546.55 24.02 8.96 2415.70 .00 5.76 5.19 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
263.920 .0195 .0204 5.39 4.50 2.02 4.55 .013 .00 .00 PIPE | | | | | | | | | | | | |
2427.080 2407.390 4.427 2411.817 546.55 24.44 9.27 2421.09 .73 5.76 5.28 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

72.920 .0194 .0210 1.53 5.15 2.09 4.56 .013 .00 .00 PIPE | | | | | | | | | | | | |
2500.000 2408.808 4.394 2413.202 546.55 24.63 9.42 2422.62 .74 5.76 5.31 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
117.940 .0255 .0202 2.38 5.14 2.12 4.09 .013 .00 .00 PIPE | | | | | | | | | | | | |
2617.940 2411.810 4.593 2416.403 546.55 23.53 8.60 2425.00 .00 5.76 5.08 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

9.130 .0252 .0190 .17 4.59 1.94 4.11 .013 .00 .00 PIPE
| | | | | | | | | | | | |
2627.070 2412.040 4.613 2416.653 546.55 23.43 8.52 2425.18 .00 5.76 5.06 6.000 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
TRANS STR .0250 .0218 .22 4.61 1.92 .013 .00 .00 PIPE
FILE: CCALTX2.WSW W S P G W - CIVILDESIGN Version 14.08 PAGE 4 Program Package Serial Number: 7006
WATER SURFACE PROFILE LISTING Date: 4- 9-2018 Time:10: 9:50

CALIMESA CHANNEL STAGE III

86.910 .0255 .0244 2.12 4.16 2.31 3.59 .013 .00 .00 BOX | | | | | | | | | | | | |
2723.980 2414.510 3.669 2418.178 546.55 24.83 9.57 2427.75 .51 6.00 6.00 6.000 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
JUNCT STR .0251 .0226 .15 4.18 2.28 .013 .00 .00 BOX
| | | | | | | | | | | | |
2730.750 2414.680 4.200 2418.880 607.59 24.11 9.03 2427.91 .48 6.00 6.00 6.000 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

24.420 .0254 .0209 .51 4.68 2.07 3.91 .013 .00 .00 BOX
| | | | | | | | | | | | |
2755.170 2415.300 4.234 2419.534 607.59 23.92 8.88 2428.42 .00 6.00 6.00 6.000 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-

51.640 .0254 .0201 1.04 4.23 2.05 3.91 .013 .00 .00 BOX | | | | | | | | | | | | |
2806.810 2416.610 4.321 2420.931 607.59 23.43 8.53 2429.46 .00 6.00 6.00 6.000 6.000 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
TRANS STR .0750 .0193 1.16 4.32 1.99 .014 .00 .00 BOX
| | | | | | | | | | | | |
2866.810 2421.110 3.330 2424.440 607.59 20.29 6.39 2430.83 .00 5.17 13.99 5.000 4.000 1.50 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |-
APPENDIX D.2

PROPOSED CALIMESA CHANNEL HYDRAULICS

WITHOUT FLOW SPLIT

WSPGW MODEL AND OUTPUT
FILE: CCALTX3.WSW W S P G W - EDIT LISTING - Version 14.08 Date: 4- 9-2018 Time:10:38:21 WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10)

CODE NO TYPE PIER/PIP WIDTH DIAMETER WIDTH DROP
CD 2 4 1 6.000
CD 3 4 1 4.500
CD 4 4 1 1.500
CD 5 1 0 .000 5.000 4.000 1.500 1.500 .00
CD 6 2 0 .000 17.500 9.000 .00
CD 8 4 1 6.500
CD 9 3 0 .000 6.000 6.000 .000 .000 .00
CD 10 4 1 6.250
CD 11 3 0 .000 2.000 4.500 .000 .000 .00
CD 1 5 0 .000
FILE: W S P G W - EDIT LISTING - Version 14.08 Date: 4- 9-2018 Time:10:38:21 WATER SURFACE PROFILE - CROSS SECTION POINT LISTING PAGE 2 CARD SECT NO OF X(1) , Y(1) X(2) , Y(2) X(3) , Y(3) X(4) , Y(4) X(5) , Y(5) X(6) , Y(6) X(7) , Y(7) CODE NO POINTS X(8) , Y(8) X(9) , Y(9) X(10) ,Y(10) X(11) ,Y(11) X(N) , Y(N) X(N+1),Y(N+1) X(35) ,Y(35) PTS 1 4 .000 17.500 17.500 .000 26.500 .000 44.000 17.500 W S P G W PAGE NO 1

WATER SURFACE PROFILE - TITLE CARD LISTING
HEADING LINE NO 1 IS -

CALIMESA CHANNEL STAGE III
HEADING LINE NO 2 IS -

OUTFLOW AT EAST OF BAKER'S
HEADING LINE NO 3 IS -
RETARDING BASIN AT 3RD STREET-ALT12-WITHOUT FLOW SPLIT
W S P G W PAGE NO 2