Agenda packet — Beaumont City Council, June 17, 2025 (part 12 of 21)

River
1 GEOMETRY DATA
Reach Profile
1 PF 1
Geometry Title: Imported Geom 01
Geometry File : n:\1858\HEC\NOBD.g01

CROSS SECTION
REACH: 1
RIVER: 1
RS: 6350
Upstream Downstream
Critical Critical
INPUT
Description: 6350
Station Elevation Data num= 81
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
806 2687.4 808 2687.4 610 2687.4 812 2687.4 814 2687.4
816 2687.4 818 2687.4 820 2687.4 822 2687.4 824 2687.4
836 2687.4 838 2687.4 840 2687.4 842 2687.4 844 2687.4
846 2687.4 848 2687.3 850 2686.8 852 2686 854 2685.2
856 2684.4 858 2683.6 860 2682.7 862 2681.9 864 2681
866 2680.3 868 2679.7 870 2679.4 872 2679.4 874 2679.4
876 2679.4 878 2679.4 880 2679.4 882 2679.4 884 2679.4
886 2679.4 888 2679.4 890 2679.4 892 2679.4 894 2679.4
896 2679.4 1040 2679.3 1042 2679.3 1044 2679.3 1046 2679.3 1048 2679.3 1050 2679.3 1052 2679.3 1054 2679.4 1056 2679.5 1058 2679.9 1060 2680.5 1062 2681.3 1064 2682.2 1066 2683 1068 2683.8 1070 2684.7 1072 2685.5 1074 2686.3 1076 2687 1078 2687.3 1080 2687.3 1082 2687.3 1084 2687.3 1086 2687.3 1088 2687.3 1090 2687.3 1092 2687.3 1094 2687.3 1096 2687.3 1098 2687.3 1100 2687.3 1102 2687.3 1130 2687.3 1132 2687.3 1134 2687.3 1136 2687.3 1138 2687.3 1140 2687.3 1142 2687.3 1144 2687.3
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
806 .03 806 .03 1144 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 806 1144 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2687.15 Element
Vel Head (ft) 2.51 Wt. n -Val.

W.S. Elev (ft) 2684.64 Reach Len. (ft)
Crit W.S. (ft) 2684.64 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.007860 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 214.46 Top Width (ft)
Vel Total (ft/s) 12.70 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 5.34 Hydr. Depth (ft)
Conv. Total (cfs) 152612.9 Cony. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2679.30 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.39 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1064.96
1064.96
13530.00
214.46

12.70 4.97
152612.9
216.40

2.41 30.68

92.58 22.02
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 6300

Page 1546 of 2775 ends

INPUT
Description: 6300
Station Elevation Data
Sta Elev Sta
804 2686.2 806
814 2686.2 816
824 2686.2 826
834 2686.2 836
844 2686.2 846
854 2684.1 856
864 2679.9 866
874 2678.2 876
884 2678.2 886
894 2678.2 896
904 2678.2 906
914 2678.2 916
924 2678.2 926
934 2678.2 936
944 2678.2 946
954 2678.2 956
1004 2678.2 1006
1014 2678.2 1016
1024 2678.2 1026
1034 2678.2 1036
1044 2678.2 1046
1054 2678.2 1056
1064 2681.1 1066
1074 2685.2 1076
1084 2686.2 1086
1094 2686.2 1096
1104 2686.1 1106
1114 2686.1 1116
1124 2686.1 1126
1134 2686.1 1136
1144 2686.1 1146
Manning's n Values
Sta n Val
804 .03
num=
Elev
2686.2
2686.2
2686.2
2686.2
2686.2
2683.3
2679
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.4
2681.9
2685.8
2686.2
2686.2
2686.1
2686.1
2686.1
2686.1
2686.1
num=
Sta n Val
804 .03
Bank Sta: Left Right
804 1146
152
Sta
808
818
828
838
848
858
868
878
888
898
908
918
928
938
948
958
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
Elev
2686.2
2686.2
2686.2
2686.2
2686.1
2682.4
2678.4
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.8
2682.8
2686.2
2686.2
2686.2
2686.1
2686.1
2686.1
2686.1
3 Sta n Val
1146 .03
Sta
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2686.00

2.51 2683.48
2683.48

0.007869
13530.00
214.17

12.72 5.28
152520.1

50.00 2678.20

1.00 0.39

0.00 Elev
2686.2
2686.2
2686.2
2686.2
2685.5
2681.6
2678.3
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2679.5
2683.6
2686.2
2686.2
2686.2
2686.1
2686.1
2686.1
2686.1
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
Sta
812
822
832
842
852
862
872
882
892
902
912
922
932
942
952
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
Elev
2686.2
2686.2
2686.2
2686.2
2685
2680.7
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2678.2
2680.2
2684.4
2686.2
2686.2
2686.2
2686.1
2686.1
2686.1
2686.1
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel

0.030

50.00 1064.08
1064.08
13530.00
214.17

12.72 4.97
152520.1
216.15

2.42 30.75

91.35 21.77
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 6250

Page 1547 of 2775 ends

INPUT
Description: 6250
Station Elevation Data
Sta Elev Sta
806 2685.1 808
816 2685.1 818
826 2685.1 828
836 2685.1 838
846 2685.1 848
856 2682.2 858
866 2678.1 868
876 2677 878
886 2677 888
896 2677 898
906 2677 908
916 2677 918
926 2677 928
936 2677 938
946 2677 948
956 2677 958
966 2677 968
976 2677 978
986 2677 988
996 2677 998
1006 2677 1008
1016 - 2677 1018
1026 2677 1028
1036 2677 1038
1046 2677 1048
1056 2677.1 1058
1066 2680.8 1068
1076 2684.8 1078
1086 2685 1088
1096 2685 1098
1106 2685 1108
1116 2685 1118
1126 2685 1128
1136 2685 1138
Manning's n Values
Sta n Val
806 .03
num=
Elev
2685.1
2685.1
2685.1
2685.1
2684.8
2681.3
2677.4
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677.8
2681.7
2684.9
2685
2685
2685
2685
2685
2685
num=
Sta n Val
806 .03
Bank Sta: Left Right
806 1144

CROSS SECTION OUTPUT
170
Sta
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
Elev
2685.1
2685.1
2685.1
2685.1
2684.5
2680.5
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2 677
2677
2678.3
2682.5
2684.9
2685
2685
2685
2685
2685
2685
3 Sta n Val
1144 .03
Sta
812
822
832
842
852
862
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
Lengths: Left Channel Right
50 50 50
Profile #PF 1
E.G. Elev (ft) 2684.81
Vel Head (ft) 2.51
W.S. Elev (ft) 2682.30
Crit W.S. (ft) 2682.30
E.G. Slope (ft/ft) 0.007833
Q Total (cfs) 13530.00
Top Width (ft) 213.76
Vel Total (ft/s) 12.71
Max Chl Dpth (ft) 5.30
Conv. Total (cfs) 152877.3
Length Wtd. (ft) 50.00
Min Ch E1 (ft) 2677.00
Alpha 1.00
Frctn Loss (ft) 0.39
C & E Loss (ft) 0.00
Elev
2685.1
2685.1
2685.1
2685.1
2683.8
2679.6
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2677
2679.2
2683.3
2685
2685
2685
2685
2685
2685
2685
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
Sta Elev
814 2685.1
824 2685.1
834 2685.1
844 2685.1
854 2683
864 2678.7
874 2677
884 2677
894 2677
904 2677
914 2677
924 2677
934 2677
944 2677
954 2677
964 2677
974 2677
984 2677
994 2677
1004 2677
1014 2677
1024 2677
1034 2677
1044 2677
1054 2677
1064 2680
1074 2684.2
1084 2685
1094 2685
1104 2685
1114 2685
1124 2685
1134 2685
1144 2685
Coeff Contr.
.1
Left OB

50.00 Expan.
.3
Channel

0.030

50.00 1064.78
1064.78
13530.00
213.76

12.71 4.98
152877.3
215.75

2.41 30.67

90.13 21.53
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Page 1548 of 2775 ends

CROSS SECTION
REACH: 1
RIVER: 1
RS: 6200
INPUT
Description: 6200
Station Elevation Data
Sta Elev Sta
804 2683.9 806
814 2683.9 816
824 2683.9 826
834 2683.9 836
844 2683.9 846
854 2681.9 856
864 2677.6 866
874 2675.9 876
884 2675.9 886
894 2675.9 896
904 2675.9 906
914 2675.9 916
924 2675.9 926
934 2675.9 936
944 2675.8 946
954 2675.8 956
964 2675.8 966
974 2675.8 976
984 2675.8 986
994 2675.8 996
1004 2675.8 1006
1014 2675.8 1016
1024 2675.8 1026
1034 2675.8 1036
1044 2675.8 1046
1054 2675.8 1056
1064 2678.9 1066
1074 2683 1076
1084 2683.8 1086
1094 2683.8 1096
1104 2683.8 1106
1114 2683.8 1116
1124 2683.8 1126
1134 2683.8 1136
1144 2683.8 1146
Manning's n Values
Sta n Val Sta
804 .03 804
Bank Sta: Left Right
804 1146
num=
Elev
2683.9
2683.9
2683.9
2683.9
2683.9
2681
2676.7
2675.9
2675.9
2675.9
2675.9
2675.9
2675.9
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2676.2
2679.8
2683.5
2683.8
2683.8
2683.8
2683.8
2683.8
2683.8
2683.8
num=
n Val
.03
172
Sta
808
818
828
838
848
858
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
Elev
2683.9
2683.9
2683.9
2683.9
2683.9
2680.2
2676.1
2675.9
2675.9
2675.9
2675.9
2675.9
2675.9
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2676.6
2680.6
2683.6
2683.8
2683.8
2683.8
2683.8
2683.8
2683.8
3 Sta n Val
1146 .03
Sta
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Corm. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
Warning:

Warning:
2683.65

2.49 2681.16
2681.16

0.007752
13530.00
213.74

12.67 5.36
153670.7

50.00 2675.80

1.00 0.39

0.00 Elev
2683.9
2683.9
2683.9
2683.9
2683.4
2679.3
2675.9
2675.9
2675.9
2675.9
2675.9
2675.9
2675.9
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2677.3
2681.4
2683.8
2683.8
2683.8
2683.8
2683.8
2683.8
2683.8
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
Sta
812
822
832
842
852
862
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
Elev
2683.9
2683.9
2683.9
2683.9
2682.8
2678.5
2675.9
2675.9
2675.9
2675.9
2675.9
2675.9
2675.9
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2675.8
2678.1
2682.3
2683.8
2683.8
2683.8
2683.8
2683.8
2683.8
2683.8
Coeff Contr. Expan.
.1 .3
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1068.04
1068.04
13530.00
213.74

12.67 5.00
153670.7
215.72

2.40 30.35

88.91 21.28
The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Page 1549 of 2775 ends

CROSS SECTION
REACH: 1
INPUT
Description: 6150
Station Elevation Data
Sta
806
816
826
836
846
856
866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
1146
Elev
2682.7
2682.7
2682.7
2682.7
2682.7
2679.9
2675.6
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.6
2674.6
2674.6
2674.6
2674.6
2674.6
2674.9
2678.7
2682.2
2682.6
2682.6
2682.6
2682.6
2682.6
2682.6
2682.6
RIVER: 1
RS: 6150
Sta
808
818
828
838
848
858
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
1148
num=
Elev
2682.7
2682.7
2682.7
2682.7
2682.5
2679
2675
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.7
2674.6
2674.6
2674.6
2674.6
2674.6
2674.6
2675.4
2679.5
2682.6
2682.6
2682.6
2682.6
2682.6
2682.6
2682.6
2682.6
Manning's n Values num=
Sta n Val Sta n Val
806 .03 806 .03
Bank Sta: Left Right
806 1148
172
Sta Elev Sta Elev Sta Elev
810 2682.7 812 2682.7 814 2682.7
820 2682.7 822 2682.7 824 2682.7
830 2682.7 832 2682.7 834 2682.7
840 2682.7 842 2682.7 844 2682.7
850 2682.2 852 2681.6 854 2680.8
860 2678.2 862 2677.3 864 2676.4
870 2674.7 872 2674.7 874 2674.7
880 2674.7 882 2674.7 884 2674.7
890 2674.7 892 2674.7 894 2674.7
900 2674.7 902 2674.7 904 2674.7
910 2674.7 912 2674.7 914 2674.7
920 2674.7 922 2674.7 924 2674.7
930 2674.7 932 2674.7 934 2674.7
940 2674.7 942 2674.7 944 2674.7
950 2674.7 952 2674.7 954 2674.7
960 2674.7 962 2674.7 964 2674.7
970 2674.7 972 2674.7 974 2674.7
980 2674.7 982 2674.7 984 2674.7
990 2674.7 992 2674.6 994 2674.6
1000 2674.6 1002 2674.6 1004 2674.6
1010 2674.6 1012 2674.6 1014 2674.6
1020 2674.6 1022 2674.6 1024 2674.6
1030 2674.6 1032 2674.6 1034 2674.6
1040 2674.6 1042 2674.6 1044 2674.6
1050 2674.6 1052 2674.6 1054 2674.8
1060 2676.2 1062 2677 1064 2677.8
1070 2680.3 1072 2681.2 1074 2682
1080 2682.6 1082 2682.6 1084 2682.6
1090 2682.6 1092 2682.6 1094 2682.6
1100 2682.6 1102 2682.6 1104 2682.6
1110 2682.6 1112 2682.6 1114 2682.6
1120 2682.6 1122 2682.6 1124 2682.6
1130 2682.6 1132 2682.6 1134 2682.6
1140 2682.6 1142 2682.6 1144 2682.6
3 Sta n Val
1148 .03
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2682.48

2.52 2679.97
2679.97

0.007853
13530.00
213.33

12.73 5.37
152681.4

50.00 2674.60

1.00 0.39

0.00 Element
Wt. n -Val.

50.00 Channel Right OB

0.030

50.00 50.00
1063.11
1063.11
13530.00
213.33

12.73 4.98
152681.4
215.32

2.42 30.81

87.68 21.04

Page 1550 of 2775 ends

Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: .1
RIVER: 1
RS: 6100
INPUT
Description: 6100
Station Elevation Data num= 171
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
806 2681.5 808 2681.5 810 2681.5 812 2681.5 814 2681.5
816 2681.5 818 2681.5 820 2681.5 822 2681.5 824 2681.5
826 2681.5 828 2681.5 830 2681.5 832 2681.5 834 2681.5
836 2681.5 838 2681.5 840 2681.5 842 2681.5 844 2681.5
846 2681.5 848 2681.5 850 2681.1 852 2680.5 854 2679.6
856 2678.7 858 2677.9 860 2677 862 2676.1 864 2675.2
866 2674.3 868 2673.6 870 2673.5 872 2673.5 874 2673.5
876 2673.5 878 2673.5 880 2673.5 882 2673.5 884 2673.5
886 2673.5 888 2673.5 890 2673.5 892 2673.5 894 2673.5
896 2673.5 898 2673.5 900 2673.5 902 2673.5 904 2673.5
906 2673.5 908 2673.5 910 2673.5 912 2673.5 914 2673.5
916 2673.5 918 2673.5 920 2673.5 922 2673.5 924 2673.5
926 2673.5 928 2673.5 930 2673.5 932 2673.5 934 2673.5
936 2673.5 938 2673.5 940 2673.5 942 2673.5 944 2673.5
946 2673.5 948 2673.5 950 2673.5 952 2673.5 954 2673.5
956 2673.5 958 2673.5 960 2673.5 962 2673.5 964 2673.5
966 2673.5 968 2673.5 970 2673.5 972 2673.5 974 2673.5
976 2673.5 978 2673.5 980 2673.5 982 2673.5 984 2673.5
986 2673.5 988 2673.5 990 2673.5 992 2673.5 994 2673.5
996 2673.5 998 2673.5 1000 2673.5 1002 2673.5 1004 2673.5 1006 2673.5 1008 2673.5 1010 2673.5 1012 2673.5 1014 2673.5 1016 2673.5 1018 2673.5 1020 2673.5 1022 2673.5 1024 2673.5 1026 2673.5 1028 2673.5 1030 2673.5 1032 2673.5 1034 2673.5 1036 2673.5 1038 2673.5 1040 2673.5 1042 2673.5 1044 2673.5 1046 2673.5 1048 2673.5 1050 2673.5 1052 2673.5 1054 2673.5 1056 2673.6 1058 2674.2 1060 2674.9 1062 2675.8 1064 2676.6 1066 2677.5 1068 2678.3 1070 2679.2 1072 2680 1074 2680.6 1076 2681.2 1078 2681.4 1080 2681.4 1082 2681.4 1084 2681.4 1086 2681.4 1088 2681.4 1090 2681.4 1092 2681.4 1094 2681.4 1096 2681.4 1098 2681.4 1100 2681.4 1102 2681.4 1104 2681.4 1106 2681.4 1108 2681.4 1110 2681.4 1112 2681.4 1114 2681.4 1116 2681.4 1118 2681.4 1120 2681.4 1122 2681.4 1124 2681.4 1126 2681.4 1128 2681.4 1130 2681.4 1132 2681.4 1134 2681.4 1136 2681.4 1138 2681.4 1140 2681.4 1142 2681.4 1144 2681.4 1146 2681.4
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
806 .03 806 .03 1146 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 806 1146 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
2681.31 Element

2.51 Wt. n -Val.
2678.79 Reach Len. (ft)
2678.79 Flow Area (sq ft)

0.007849 Area (sq ft)
13530.00 Flow (cfs)
213.31 Top Width (ft)

12.72 Avg. Vel. (ft/s)

5.29 Hydr. Depth (ft)
152717.5 Conv. (cfs)

50.00 Wetted Per. (ft)
2673.50 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1063.41
1063.41
13530.00
213.31

12.72 4.99
152717.5
215.39

2.42 30.78

Page 1551 of 2775 ends

Frctn Loss (ft)
C & E Loss (ft)

0.39 Cum Volume (acre -ft) 86.46

0.00 Cum SA (acres) 20.79
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 6050
INPUT
Description: 6050
Station Elevation Data num= 174
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
798 2680.3 800 2680.3 802 2680.3 804 2680.3 806 2680.3
808 2680.3 810 2680.3 812 2680.3 814 2680.4 816 2680.4
818 2680.4 820 2680.4 822 2680.4 824 2680.4 826 2680.4
828 2680.4 830 2680.4 832 2680.4 834 2680.4 836 2680.4
838 2680.4 840 2680.4 842 2680.4 844 2680.4 846 2680.4
848 2680.2 850 2680 852 2679.2 854 2678.5 856 2677.6
858 2676.7 860 2675.7 862 2674.8 864 2673.9 866 2673.4
868 2672.6 870 2672.3 872 2672.3 874 2672.3 876 2672.3
878 2672.3 880 2672.3 882 2672.3 884 2672.3 886 2672.3
888 2672.3 890 2672.3 892 2672.3 894 2672.3 896 2672.3
898 2672.3 900 2672.3 902 2672.3 904 2672.3 906 2672.3
908 2672.3 910 2672.3 912 2672.3 914 2672.3 916 2672.3
918 2672.3 920 2672.3 922 2672.3 924 2672.3 926 2672.3
928 2672.3 930 2672.3 932 2672.3 934 2672.3 936 2672.3
938 2672.3 940 2672.3 942 2672.3 944 2672.3 946 2672.3
948 2672.3 950 2672.3 952 2672.3 954 2672.3 956 2672.3
958 2672.3 960 2672.3 962 2672.3 964 2672.3 966 2672.3
968 2672.3 970 2672.3 972 2672.3 974 2672.3 976 2672.3
978 2672.3 980 2672.3 982 2672.3 984 2672.3 986 2672.3
988 2672.3 990 2672.3 992 2672.3 994 2672.3 996 2672.3
998 2672.3 1000 2672.3 1002 2672.3 1004 2672.3 1006 2672.3 1008 2672.3 1010 2672.3 1012 2672.3 1014 2672.3 1016 2672.3 1018 2672.3 1020 2672.3 1022 2672.3 1024 2672.3 1026 2672.3 1028 2672.3 1030 2672.3 1032 2672.3 1034 2672.3 1036 2672.3 1038 2672.3 1040 2672.3 1042 2672.3 1044 2672.3 1046 2672.3 1048 2672.3 1050 2672.3 1052 2672.3 1054 2672.3 1056 2672.5 1058 2673.3 1060 2673.7 1062 2674.6 1064 2675.4 1066 2676.3 1068 2677.1 1070 2678 1072 2678.9 1074 2679.7 1076 2680.1 1078 2680.3 1080 2680.3 1082 2680.3 1084 2680.3 1086 2680.3 1088 2680.3 1090 2680.3 1092 2680.3 1094 2680.3 1096 2680.3 1098 2680.3 1100 2680.3 1102 2680.3 1104 2680.3 1106 2680.3 1108 2680.3 1110 2680.3 1112 2680.3 1114 2680.3 1116 2680.3 1118 2680.3 1120 2680.3 1122 2680.3 1124 2680.3 1126 2680.3 1128 2680.2 1130 2680.2 1132 2680.2 1134 2680.2 1136 2680.2 1138 2680.2 1140 2680.2 1142 2680.2 1144 2680.2
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
798 .03 798 .03 1144 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 798 1144 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
2680.11 Element

2.52 Wt. n -Val.
2677.60 Reach Len. (ft)
2677.60 Flow Area (sq ft)

0.007855 Area (sq ft)
13530.00 Flow (cfs)
213.10 Top Width (ft)

12.73 Avg. Vel. (ft/s)

5.30 Hydr. Depth (ft)
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1062.72
1062.72
13530.00
213.10

12.73 4.99

Page 1552 of 2775 ends

Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
152662.5 Cony. (cfs)

50.00 Wetted Per. (ft)
2672.30 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.39 Cum Volume (acre -ft)

0.00 Cum SA (acres)
152662,5
215.16

2.42 30.84

85.24 20.55
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 6000
INPUT
Description: 6000
Station Elevation Data num= 193
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
758 2679.2 760 2679.2 762 2679.2 764 2679.2 766 2679.2
768 2679.2 770 2679.2 772 2679.2 774 2679.2 776 2679.2
778 2679.2 780 2679.2 782 2679.2 784 2679.2 786 2679.2
788 2679.2 790 2679.2 792 2679.2 794 2679.2 796 2679.2
798 2679.2 800 2679.2 802 2679.2 804 2679.2 806 2679.2
808 2679.2 810 2679.2 812 2679.2 814 2679.2 816 2679,2
818 2679.2 820 2679.2 822 2679.2 824 2679.2 826 2679.2
828 2679.2 830 2679.2 832 2679.2 834 2679.2 836 2679.2
838 2679.2 840 2679.2 842 2679.2 844 2679.2 846 2679.2
848 2679.2 850 2678.6 852 2678.2 854 2677.3 856 2676.4
858 2675.5 860 2674.5 862 2673.6 864 2672.7 866 2671.8
868 2671.2 870 2671.1 872 2671.1 874 2671.1 876 2671.1
878 2671.1 880 2671.1 882 2671.1 884 2671.1 886 2671.1
888 2671.1 890 2671.1 892 2671.1 894 2671.1 896 2671.1
898 2671.1 900 2671.1 902 2671.1 904 2671.1 906 2671.1
908 2671.1 910 2671.1 912 2671.1 914 2671.1 916 2671.1
918 2671.1 920 2671.1 922 2671.1 924 2671.1 926 2671,1
928 2671.1 930 2671.1 932 2671.1 934 2671.1 936 2671.1
938 2671.1 940 2671.1 942 2671.1 944 2671.1 946 2671.1
948 2671.1 950 2671.1 952 2671.1 954 2671.1 956 2671.1
958 2671.1 960 2671.1 962 2671.1 964 2671.1 966 2671.1
968 2671.1 970 2671.1 972 2671.1 974 2671.1 976 2671.1
978 2671.1 980 2671.1 982 2671.1 984 2671.1 986 2671.1
988 2671.1 990 2671.1 992 2671.1 994 2671.1 996 2671.1
998 2671.1 1000 2671.1 1002 2671.1 1004 2671.1 1006 2671.1 1008 2671.1 1010 2671.1 1012 2671.1 1014 2671.1 1016 2671.1 1018 2671.1 1020 2671.1 1022 2671.1 1024 2671.1 1026 2671.1 1028 2671.1 1030 2671.1 1032 2671.1 1034 2671.1 1036 2671.1 1038 2671.1 1040 2671.1 1042 2671.1 1044 2671.1 1046 2671.1 1048 2671.1 1050 2671.1 1052 2671.1 1054 2671.1 1056 2671.6 1058 2671.8 1060 2672.5 1062 2673.4 1064 2674.2 1066 2675.1 1068 2676 1070 2676.8 1072 2677;7 1074 2678.3 1076 2678.8 1078 2679 1080 2679.1 1082 2679.1 1084 2679.1 1086 2679.1 1088 2679.1 1090 2679.1 1092 2679.1 1094 2679.1 1096 2679.1 1098 2679.1 1100 2679.1 1102 2679.1 1104 2679.1 1106 2679.1 1108 2679.1 1110 2679.1 1112 2679.1 1114 2679.1 1116 2679.1 1118 2679.1 1120 2679.1 1122 2679.1 1124 2679.1 1126 2679.1 1128 2679.1 1130 2679.1 1132 2679.1 1134 2679.1 1136 2679.1 1138 2679.1 1140 2679.1 1142 2679.1
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
758 .03 758 .03 1142 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 758 1142 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
2678.91 Element Left OB Channel Right OB

Page 1553 of 2775 ends

Vel Head (ft) 2.51 Wt. n -Val.

W.S. Elev (ft) 2676.40 Reach Len. (ft)
Crit W.S. (ft) 2676.40 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.007836 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 212.98 Top Width (ft)
Vel Total (ft/s) 12.72 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 5.30 Hydr. Depth (ft)
Conv. Total (cfs) 152845.7 Cony. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2671.10 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.39 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)

50.00 0.030

50.00 1063.33
1063.33
13530.00
212.98

12.72 4.99
152845.7
215.08

2.42 30.77

84.02 20.30

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5950
INPUT
Description: 5950
Station Elevation Data num= 214
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
718 2678 720 2678 722 2678 724 2678 726 2678
728 2678 730 2678 732 2678 734 2678 736 2678
738 2678 740 2678 742 2678 744 2678 746 2678
748 2678 750 2678 752 2678 754 2678 756 2678
758 2678 760 2678 762 2678 764 2678 766 2678
768 2678 770 2678 772 2678 774 2678 776 2678
778 2678 780 2678 782 2678 784 2678 786 2678
788 2678 790 2678 792 2678 794 2678 796 2678
798 2678 800 2678 802 2678 804 2678 806 2678
808 2678 810 2678 812 2678 814 2678 816 2678
818 2678 820 2678 822 2678 824 2678 826 2678
828 2676 830 2678 832 2678 834 2678 836 2678
838 2678 840 2678 842 2678 844 2678 846 2678
848 2677.8 850 2677.6 852 2677.1 854 2676.2 856 2675.2
858 2674.3 860 2673.3 862 2672.4 864 2671.4 866 2670.6
868 2670.2 870 2670.1 872 2670 874 2670 876 2670
878 2670 880 2670 882 2670 884 2670 886 2670
888 2670 890 2670 892 2670 894 2670 896 2670
898 2670 900 2670 902 2670 904 2670 906 2670
908 2670 910 2670 912 2670 914 2670 916 2670
918 2670 920 2670 922 2670 924 2670 926 2670
928 2670 930 2670 932 2670 934 2669.9 936 2669.9
938 2669.9 940 2669.9 942 2669.9 944 2669.9 946 2669.9
948 2669.9 950 2669.9 952 2669.9 954 2669.9 956 2669.9
958 2669.9 960 2669.9 962 2669.9 964 2669.9 966 2669.9
968 2669.9 970 2669.9 972 2669.9 974 2669.9 976 2669.9
978 2669.9 980 2669.9 982 2669.9 984 2669.9 986 2669.9
988 2669.9 990 2669.9 992 2669.9 994 2669.9 996 2669.9
998 2669.9 1000 2669.9 1002 2669.9 1004 2669.9 1006 2669.9 1008 2669.9 1010 2669.9 1012 2669.9 1014 2669.9 1016 2669.9 1018 2669.9 1020 2669.9 1022 2669.9 1024 2669.9 1026 2669.9 1028 2669.9 1030 2669.9 1032 2669.9 1034 2669.9 1036 2669.9 1038 2669.9 1040 2669.9 1042 2669.9 1044 2669.9 1046 2669.9 1048 2669.9 1050 2669.9 1052 2669.9 1054 2670.1 1056 2670.1 1058 2670.4 1060 2671.3 1062 2672.2 1064 2673 1066 2673.9 1068 2674.8 1070 2675.7 1072 2676.5 1074 2677.2 1076 2677.7 1078 2677.9 1080 2677.9 1082 2677.9 1084 2677.9 1086 2677.9 1088 2677.9 1090 2677.9 1092 2677.9 1094 2677.9 1096 2677.9 1098 2677.9 1100 2677.9 1102 2677.9 1104 2677.9 1106 2677.9 1108 2677.9 1110 2677.9 1112 2677.9 1114 2677.9 1116 2677.9 1118 2677.9 1120 2677.9 1122 2677.9 1124 2677.9 1126 2677.9 1128 2677.9 1130 2677.9 1132 2677.9 1134 2677.9 1136 2677.9

Page 1554 of 2775 ends

1138 2677.9 1140 2677.9 1142 2677.9 1144 2677.9
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
718 .03 718 .03 1144 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 718 1144 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2677.74 Element

2.52 Wt. n -Val.
2675.22 Reach Len. (ft)
2675.22 Flow Area (sq ft)

0.007867 Area (sq ft)
13530.00 Flow (cfs)
212.97 Top Width (ft)

12.74 Avg. Vel. (ft/s)

5.32 Hydr. Depth (ft)
152546.4 Cony. (cfs)

50.00 Wetted Per. (ft)
2669.90 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.39 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left 08 Channel Right OB

0.030

50.00 50.00 50.00
1062.09
1062.09
13530.00
212.97

12.74 4.99
152546.4
215.08

2.43 30.89

82.80 20.06
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5900
INPUT
Description: 5900
Station Elevation Data num= 234
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
678 2676.8 680 2676.8 682 2676.8 684 2676.8 686 2676.8
688 2676.8 690 2676.8 692 2676.8 694 2676.8 696 2676.8
698 2676.8 700 2676.8 702 2676.8 704 2676.8 706 2676.8
708 2676.8 710 2676.8 712 2676.8 714 2676.8 716 2676.8
718 2676.8 720 2676.8 722 2676.8 724 2676.8 726 2676.8
728 2676.8 730 2676.8 732 2676.8 734 2676.8 736 2676.8
738 2676.8 740 2676.8 742 2676.8 744 2676.8 746 2676.8
748 2676.8 750 2676.8 752 2676.8 754 2676.8 756 2676.8
758 2676.8 760 2676.8 762 2676.8 764 2676.8 766 2676.8
768 2676.8 770 2676.8 772 2676.8 774 2676.8 776 2676.8
778 2676.8 780 2676.8 782 2676.8 784 2676.8 786 2676.8
788 2676.8 790 2676.8 792 2676.8 794 2676.8 796 2676.8
798 2676.8 800 2676.8 802 2676.8 804 2676.8 806 2676.8
808 2676.8 810 2676.8 812 2676.8 814 2676.8 816 2676.8
818 2676.8 820 2676.8 822 2676.8 824 2676.8 826 2676.8
828 2676.8 830 2676.8 832 2676.8 834 2676.8 836 2676.8
838 2676.8 840 2676.8 842 2676.8 844 2676.8 846 2676.8
848 2676.8 850 2676.6 852 2675.8 854 2674.9 856 2674
858 2673 860 2672 862 2671.1 864 2670.2 866 2669.4
868 2669.1 870 2668.8 872 2668.8 874 2668.8 876 2668.8
878 2668.8 880 2668.8 882 2668.8 884 2668.8 886 2668.8
888 2668.8 890 2668.8 892 2668.8 894 2668.8 896 2668.8
898 2668.8 900 2668.8 902 2668.8 904 2668.8 906 2668.8
908 2668.8 910 2668.8 912 2668.8 914 2668.8 916 2668.8
918 2668.8 920 2668.8 922 2668.8 924 2668.8 926 2668.8
928 2668.8 930 2668.8 932 2668.8 934 2668.8 936 2668.8
938 2668.8 940 2668.8 942 2668.8 944 2668.8 946 2668.8
948 2668.8 950 2668.8 952 2668.8 954 2668.8 956 2668.8
958 2668.8 960 2668.8 962 2668.8 964 2668.8 966 2668.8
968 2668.8 970 2668.8 972 2668.8 974 2668.8 976 2668.8

Page 1555 of 2775 ends

978 2668.8 980 2668.8 982 2668.8 984 2668.8 986 2668.8
988 2668.8 990 2668.8 992 2668.8 994 2668.8 996 2668.8
998 2668.8 1000 2668.8 1002 2668.8 1004 2668.8 1006 2668.8 1008 2668.8 1010 2668.8 1012 2668.8 1014 2668.8 1016 2668.8 1018 2668.8 1020 2668.8 1022 2668.8 1024 2668.8 1026 2668.8 1028 2668.8 1030 2668.8 1032 2668.8 1034 2668.8 1036 2668.8 1038 2668.8 1040 2668.8 1042 2668.8 1044 2668.8 1046 2668.8 1048 2668.8 1050 2668.8 1052 2668.8 1054 2668.8 1056 2668.8 1058 2669.3 1060 2669.9 1062 2670.8 1064 2671.7 1066 2672.6 1068 2673.5 1070 2674.4 1072 2675.3 1074 2676 1076 2676.5 1078 2676.6 1080 2676.7 1082 2676.7 1084 2676.7 1086 2676.7 1088 2676.7 1090 2676.7 1092 2676.7 1094 2676.7 1096 2676.7 1098 2676.7 1100 2676.7 1102 2676.7 1104 2676.7 1106 2676.7 1108 2676.7 1110 2676.7 1112 2676.7 1114 2676.7 1116 2676.7 1118 2676.7 1120 2676.7 1122 2676.7 1124 2676.7 1126 2676.7 1128 2676.7 1130 2676.7 1132 2676.7 1134 2676.7 1136 2676.7 1138 2676.7 1140 2676.7 1142 2676.7 1144 2676.7
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
678 .03 678 .03 1144 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 678 1144 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2676.59 Element

2.51 Wt. n -Val.
2674.07 Reach Len. (ft)
2674.07 Flow Area (sq ft)

0.007845 Area (sq ft)
13530.00 Flow (cfs)
213.44 Top Width (ft)

12.72 Avg. Vel. (ft/s)

5.27 Hydr. Depth (ft)
152754.9 Conv. (cfs)

50.00 Wetted Per. (ft)
2668.80 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.39 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1063.89
1063.89
13530.00
213.44

12.72 4.98
152754.9
215.56

2.42 30.74

81.58 19.82
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5850
INPUT
Description: 5850
Station Elevation Data num= 254
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
638 2675.7 640 2675.7 642 2675.7 644 2675.7 646 2675.7
648 2675.7 650 2675.7 652 2675.7 654 2675.7 656 2675.7
658 2675.7 660 2675.7 662 2675.7 664 2675.7 666 2675.7
668 2675.7 670 2675.7 672 2675.7 674 2675.7 676 2675.7
678 2675.7 680 2675.7 682 2675.7 684 2675.7 686 2675.7
688 2675.7 690 2675.7 692 2675.7 694 2675.7 696 2675.7
698 2675.7 700 2675.7 702 2675.7 704 2675.7 706 2675.7
708 2675.7 710 2675.7 712 2675.7 714 2675.7 716 2675.7
718 2675.7 720 2675.7 722 2675.7 724 2675.7 726 2675.7
728 2675.7 730 2675.7 732 2675.7 734 2675.7 736 2675.7
738 2675.7 740 2675.7 742 2675.7 744 2675.7 746 2675.7
748 2675.7 750 2675.7 752 2675.7 754 2675.7 756 2675.7
758 2675.7 760 2675.7 762 2675.7 764 2675.7 766 2675.7
768 2675.7 770 2675.7 772 2675.7 774 2675.7 776 2675.7

Page 1556 of 2775 ends

778 2675.7 780 2675.7 782 2675.7 784 2675.7
788 2675.7 790 2675.7 792 2675.7 794 2675.7
798 2675.7 800 2675.7 802 2675.7 804 2675.7
808 2675.7 810 2675.7 812 2675.7 814 2675.7
818 2675.7 820 2675.7 822 2675.7 824 2675.7
828 2675.7 830 2675.7 832 2675.7 834 2675.7
838 2675.7 840 2675.7 842 2675.7 844 2675.7
848 2675.6 850 2675.2 852 2674.7 854 2673.7
858 2671.7 860 2670.8 862 2669.8 864 2668.8
868 2667.7 870 2667.6 872 2667.6 874 2667.6
878 2667.6 880 2667.6 882 2667.6 884 2667.6
888 2667.6 890 2667.6 892 2667.6 894 2667.6
898 2667.6 900 2667.6 902 2667.6 904 2667.6
908 2667.6 910 2667.6 912 2667.6 914 2667.6
918 2667.6 920 2667.6 922 2667.6 924 2667.6
928 2667.6 930 2667.6 932 2667.6 934 2667.6
938 2667.6 940 2667.6 942 2667.6 944 2667.6
948 2667.6 950 2667.6 952 2667.6 954 2667.6
958 2667.6 960 2667.6 962 2667.6 964 2667.6
968 2667.6 970 2667.6 972 2667.6 974 2667.6
978 2667.6 980 2667.6 982 2667.6 984 2667.6
988 2667.6 990 2667.6 992 2667.6 994 2667.6
998 2667.6 1000 2667.6 1002 2667.6 1004 2667.6
1008 2667.6 1010 2667.6 1012 2667.6 1014 2667.6
1018 2667.6 1020 2667.6 1022 2667.6 1024 2667.6
1028 2667.6 1030. 2667.6 1032 2667.6 1034 2667.6
1038 2667.6 1040 2667.6 1042 2667.6 1044 2667.6
1048 2667.6 1050 2667.6 1052 2667.6 1054 2667.6
1058 2668.3 1060 2668.5 1062 2669.4 1064 2670.4
1068 2672.3 1070 2673.2 1072 2674.1 1074 2675
1078 2675.6 1080 2675.6 1082 2675.6 1064 2675.6
1088 2675.6 1090 2675.6 1092 2675.6 1094 2675.6
1098 2675.5 1100 2675.5 1102 2675.5 1104 2675.5
1108 2675.5 1110 2675.5 1112 2675.5 1114 2675.5
1118 2675.5 1120 2675.5 1122 2675.5 1124 2675.5
1128 2675.5 1130 2675.5 1132 2675.5 1134 2675.5
1138 2675.5 1140 2675.5 1142 2675.5 1144 2675.5
Manning's n Values
Sta n Val
638 .03
num= 3
Sta n Val Sta n Val
638 .03 1144 .03
Bank Ste: Left Right
636 1144
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2675.38

2.51 2672.86
2672.86

0.007859
13530.00
213.58

12.72 5.26
152622.5

50.00 2667.60

1.00 0.39

0.00 Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ftls)
Hydr. Depth (ft)
Cony. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
786
796
806
816
826
836
846
856
866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
2675.7
2675.7
2675.7
2675.7
2675.7
2675.7
2675.7
2672.7
2668.3
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2667.6
2671.3
2675.2
2675.6
2675.6
2675.5
2675.5
2675.5
2675.5
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel

0.030

50.00 1063.79
1063.79
13530.00
213.58

12.72 4.98
152622.5
215.78

2.42 30.76

80.36 19.57
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION RIVER: 1

Page 1557 of 2775 ends

REACH: 1 RS: 5800
INPUT
Description: 5800
Station Elevation Data num= 276
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
598 2674.5 600 2674.5 602 2674.5 604 2674.5 606 2674.5
608 2674.5 610 2674.5 612 2674.5 614 2674.5 616 2674.5
618 2674.5 620 2674.5 622 2674.5 624 2674.5 626 2674.5
628 2674.5 630 2674.5 632 2674.5 634 2674.5 636 2674.5
638 2674.5 640 2674.5 642 2674.5 644 2674.5 646 2674.5
648 2674.5 650 2674.5 652 2674.5 654 2674.5 656 2674.5
658 2674.5 660 2674.5 662 2674.5 664 2674.5 666 2674.5
668 2674.5 670 2674.5 672 2674.5 674 2674.5 676 2674.5
678 2674.5 680 2674.5 682 2674.5 684 2674.5 686 2674.5
688 2674.5 690 2674.5 692 2674.5 694 2674.5 696 2674.5
698 2674.5 700 2674.5 702 2674.5 704 2674.5 706 2674.5
708 2674.5 710 2674.5 712 2674.5 714 2674.5 716 2674.5
718 2674.5 720 2674.5 722 2674.5 724 2674.5 726 2674.5
728 2674.5 730 2674.5 732 2674.5 734 2674.5 736 2674.5
738 2674.5 740 2674.5 742 2674.5 744 2674.5 746 2674.5
748 2674.5 750 2674.5 752 2674.5 754 2674.5 756 2674.5
758 2674.5 760 2674.5 762 2674.5 764 2674.5 766 2674.5
768 2674.5 770 2674.5 772 2674.5 774 2674.5 776 2674.5
778 2674.5 780 2674.5 782 2674.5 784 2674.5 786 2674.5
788 2674.5 790 2674.5 792 2674.5 794 2674.5 796 2674.5
798 2674.5 800 2674.5 802 2674.5 804 2674.5 806 2674.5
808 2674.5 810 2674.5 812 2674.5 814 2674.5 816 2674.5
818 2674.5 820 2674.5 822 2674.5 824 2674.5 826 2674.5
828 2674.5 830 2674.5 832 2674.5 834 2674.5 836 2674.5
838 2674.5 840 2674.5 842 2674.5 844 2674.5 846 2674.5
848 2674.4 850 2674.3 852 2673.4 854 2672_4 856 2671.5
858 2670.5 860 2669.5 862 2668.5 864 2667.7 866 2666.8
868 2666.6 870 2666.4 872 2666.4 874 2666.4 876 2666.4
878 2666.4 880 2666.4 882 2666.4 884 2666.4 886 2666.4
888 2666.4 890 2666.4 892 2666.4 894 2666.4 896 2666.4
898 2666.4 900 2666.4 902 2666.4 904 2666.4 906 2666.4
908 2666.4 910 2666.4 912 2666.4 914 2666.4 916 2666.4
918 2666.4 920 2666.4 922 2666.4 924 2666.4 926 2666.4
928 2666.4 930 2666.4 932 2666.4 934 2666.4 936 2666.4
938 2666.4 940 2666.4 942 2666.4 944 2666.4 946 2666.4
948 2666.4 950 2666.4 952 2666.4 954 2666.4 956 2666.4
958 2666.4 960 2666.4 962 2666.4 964 2666.4 966 2666.4
968 2666.4 970 2666.4 972 2666.4 974 2666.4 976 2666.4
978 2666.4 980 2666.4 982 2666.4 984 2666.4 986 2666.4
988 2666.4 990 2666.4 992 2666.4 994 2666.4 996 2666.4
998 2666.4 1000 2666.4 1002 2666.4 1004 2666.4 1006 2666.4 1008 2666.4 1010 2666.4 1012 2666.4 1014 2666.4 1016 2666.4 1018 2666.4 1020 2666.4 1022 2666.4 1024 2666.4 1026 2666.4 1028 2666.4 1030 2666.4 1032 2666.4 1034 2666.4 1036 2666.4 1038 2666.4 1040 2666.4 1042 2666.4 1044 2666.4 1046 2666.4 1048 2666.4 1050 2666.4 1052 2666.4 1054 2666.4 1056 2666.6 1058 2666.6 1060 2667.1 1062 2668 1064 2669 1066 2670
1068 2671 1070 2672 1072 2672.9 1074 2673.5 1076 2674.1 1078 2674.4 1080 2674.4 1082 2674.4 1084 2674.4 1086 2674.4 1088 2674.4 1090 2674.4 1092 2674.4 1094 2674.4 1096 2674.4 1098 2674.4 1100 2674.4 1102 2674.4 1104 2674.4 1106 2674.4 1108 2674.4 1110 2674.4 1112 2674.4 1114 2674.4 1116 2674.4 1118 2674.4 1120 2674.4 1122 2674.4 1124 2674.4 1126 2674.4 1128 2674.4 1130 2674.4 1132 2674.4 1134 2674.4 1136 2674.4 1138 2674.4 1140 2674.4 1142 2674.4 1144 2674.4 1146 2674.4 1148 2674.4
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
598 .03 598 .03 1148 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 598 1148 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
2674.16 Element

2.51 Wt. n -Val.

Left OB Channel Right OB

0.030

Page 1558 of 2775 ends

W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2671.65 Reach Len. (ft)
2671.65 Flow Area (sq ft)

0.007870 Area (sq ft)
13530.00 Flow (cfs)
213.63 Top Width (ft)

12.72 Avg. Vel. (ft/s)

5.25 Hydr. Depth (ft)
152513.6 Conv. (cfs)

50.00 Wetted Per. (ft)
2666.40 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.39 Cum Volume (acre -ft)

0.00 Cum SA (acres)

50.00 50.00
1063.49
1063.49
13530.00
213.63

12.72 4.98
152513.6
215.87

2.42 30.80

79.14 19.32

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5750
INPUT
Description: 5750
Station Elevation Data num= 296
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
556 2673.4 558 2673.4 560 2673.4 562 2673.4 564 2673.4
566 2673.4 568 2673.4 570 2673.4 572 2673.4 574 2673.4
576 2673.4 578 2673.4 580 2673.4 582 2673.4 584 2673.4
586 2673.4 588 2673.4 590 2673.4 592 2673.4 594 2673.4
596 2673.4 598 2673.4 600 2673.4 602 2673.4 604 2673.4
606 2673.4 608 2673.4 610 2673.4 612 2673.4 614 2673.4
616 2673.4 618 2673.4 620 2673.4 622 2673.4 624 2673.4
626 2673.4 628 2673.4 630 2673.4 632 2673.4 634 2673.4
636 2673.4 638 2673.4 640 2673.4 642 2673.4 644 2673.4
646 2673.4 648 2673.4 650 2673.4 652 2673.4 654 2673.4
656 2673.4 658 2673.4 660 2673.4 662 2673.4 664 2673.4
666 2673.4 668 2673.4 670 2673.4 672 2673.4 674 2673.4
676 2673.4 678 2673.4 680 2673.4 682 2673.4 684 2673.4
686 2673.4 688 2673.4 690 2673.4 692 2673.4 694 2673.4
696 2673.4 698 2673.4 700 2673.4 702 2673.4 704 2673.4
706 2673.4 708 2673.4 710 2673.4 712 2673.4 714 2673.4
716 2673.4 718 2673.4 720 2673.4 722 2673.4 724 2673.4
726 2673.4 728 2673.4 730 2673.4 732 2673.4 734 2673.4
736 2673.4 738 2673.4 740 2673.4 742 2673.4 744 2673.4
746 2673.4 748 2673.4 750 2673.4 752 2673.4 754 2673.4
756 2673.4 756 2673.4 760 2673.4 762 2673.4 764 2673.4
766 2673.4 768 2673.4 770 2673.4 772 2673.4 774 2673.4
776 2673.4 778 2673.4 780 2673.4 782 2673.4 784 2673.4
786 2673.4 788 2673.4 790 2673.4 792 2673.4 794 2673.4
796 2673.3 798 2673.3 800 2673.3 802 2673.3 804 2673.3
806 2673.3 808 2673.3 810 2673.3 812 2673.3 814 2673.3
816 2673.3 818 2673.3 820 2673.3 822 2673.3 824 2673.3
826 2673.3 828 2673.3 830 2673.3 832 2673.3 834 2673.3
836 2673.3 838 2673.3 840 2673.3 842 2673.3 844 2673.3
846 2673.3 848 2672.9 850 2672.8 852 2672.2 854 2671.2
856 2670.2 858 2669.2 860 2668.2 662 2667.2 864 2666.2
866 2665.7 868 2665.3 870 2665.3 872 2665.2 874 2665.2
876 2665.2 878 2665.2 880 2665.2 882 2665.2 884 2665.2
886 2665.2 888 2665.2 890 2665.2 892 2665.2 894 2665.2
896 2665.2 898 2665.2 900 2665.2 902 2665.2 904 2665.2
906 2665.2 908 2665.2 910 2665.2 912 2665.2 914 2665.2
916 2665.2 918 2665.2 920 2665.2 922 2665.2 924 2665.3
926 2665.3 928 2665.3 930 2665.3 932 2665.3 934 2665.3
936 2665.3 938 2665.3 940 2665.3 942 2665.3 944 2665.2
946 2665.2 948 2665.2 950 2665.2 952 2665.2 954 2665.2
956 2665.2 958 2665.2 960 2665.2 962 2665.2 964 2665.2
966 2665.2 968 2665.2 970 2665.2 972 2665.2 974 2665.2
976 2665.2 978 2665.2 980 2665.2 982 2665.2 984 2665.2

Page 1559 of 2775 ends

986 2665.2 988 2665.2 990 2665.2 992 2665.2 994 2665.2
996 2665.2 998 2665.2 1000 2665.2 1002 2665.2 1004 2665.2 1006 2665.2 1008 2665.2 1010 2665.2 1012 2665.2 1014 2665.2 1016 2665.2 1018 2665.2 1020 2665.2 1022 2665.2 1024 2665.2 1026 2665.2 1028 2665.2 1030 2665.2 1032 2665.2 1034 2665.2 1036 2665.2 1038 2665.2 1040 2665.2 1042 2665.2 1044 2665.2 1046 2665.2 1048 2665.2 1050 2665.2 1052 2665.2 1054 2665.2 1056 2665.2 1058 2665.4 1060 2665.9 1062 2666.8 1064 2667.6 1066 2668.7 1068 2669.7 1070 2670.7 1072 2671.6 1074 2672.5 1076 2673.2 1078 2673.2 1080 2673.2 1082 2673.2 1084 2673.2 1086 2673.2 1088 2673.2 1090 2673.2 1092 2673.2 1094 2673.2 1096 2673.2 1098 2673.2 1100 2673.2 1102 2673.2 1104 2673.2 1106 2673.2 1108 2673.2 1110 2673.2 1112 2673.2 1114 2673.2 1116 2673.2 1118 2673.2 1120 2673.2 1122 2673.2 1124 2673.2 1126 2673.2 1128 2673.2 1130 2673.2 1132 2673.2 1134 2673.2 1136 2673.2 1138 2673.2 1140 2673.2 1142 2673.2 1144 2673.2 1146 2673.2
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
556 .03 556 .03 1146 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 556 1146 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2672.96 Element

2.51 Wt. n -Val.
2670.45 Reach Len. (ft)
2670.45 Flow Area (sq ft)

0.007858 Area (sq ft)
13530.00 Flow (cfs)
214.01 Top Width (ft)

12.71 Avg. Vel. (ft/s)

5.25 Hydr. Depth (ft)
152626.2 Conv. (cfs)

50.00 Wetted Per. (ft)
2665.20 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.39 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1064.71
1064.71
13530.00
214.01

12.71 4.97
152626.2
216.24

2.42 30.70

77.92 19.08
Warning:. The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5700
INPUT
Description: 5700
Station Elevation Data num= 290
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
572 2672.2 574 2672.2 576 2672.2 578 2672.2 580 2672.2
582 2672.2 584 2672.2 586 2672.2 588 2672.2 590 2672.2
592 2672.2 594 2672.2 596 2672.2 598 2672.2 600 2672.2
602 2672.2 604 2672.2 606 2672.2 608 2672.2 610 2672.2
612 2672.2 614 2672.2 616 2672.2 618 2672.2 620 2672.2
622 2672.2 624 2672.2 626 2672.2 628 2672.2 630 2672.2
632 2672.2 634 2672.2 636 2672.2 638 2672.2 640 2672.2
642 2672.2 644 2672.2 646 2672.2 648 2672.2 650 2672.2
652 2672.2 654 2672.2 656 2672.2 658 2672.2 660 2672.2
662 2672.2 664 2672.2 666 2672.2 668 2672.2 670 2672.2
672 2672.2 674 2672.2 676 2672.2 678 2672.2 680 2672.2
682 2672.2 684 2672.2 686 2672.2 688 2672.2 690 2672.2
692 2672.2 694 2672.2 696 2672.2 698 2672.2 700 2672.2
702 2672.2 704 2672.2 706 2672.2 708 2672.2 710 2672.2

Page 1560 of 2775 ends

712 2672.2 714 2672.2 716 2672.2 718
722 2672.2 724 2672.2 726 2672.2 728
732 2672.2 734 2672.2 736 2672.2 738
742 2672.2 744 2672.2 746 2672.2 748
752 2672.2 754 2672.2 756 2672.2 758
762 2672.2 764 2672.2 766 2672.2 768
772 2672.2 774 2672.2 776 2672.2 778
782 2672.2 784 2672.2 786 2672.2 788
792 2672.2 794 2672.2 796 2672.2 798
802 2672.2 804 2672.2 806 2672.2 808
812 2672.2 814 2672.2 816 2672.2 818
822 2672.2 824 2672.2 826 2672.2 828
832 2672.2 834 2672.2 836 2672.2 838
842 2672.2 844 2672.2 846 2672.2 848
852 2671 854 2670 856 2669.1 858
862 2666.1 864 2665.3 866 2664.6 868
872 2664.1 874 2664.1 876 2664.1 878
882 2664.1 884 2664.1 886 2664.1 888
892 2664.1 894 2664.1 896 2664.1 898
902 2664.1 904 2664.1 906 2664.1 908
912 2664.1 914 2664.1 916 2664.1 918
922 2664.1 924 2664.1 926 2664.1 928
932 2664.1 934 2664.1 936 2664.1 938
942 2664.1 944 2664.1 946 2664.1 948
952 2664.1 954 2664.1 956 2664.1 958
962 2664.1 964 2664.1 966 2664.1 968
972 2664.1 974 2664.1 976 2664.1 978
982 2664.1 984 2664.1 986 2664.1 988
992 2664.1 994 2664.1 996 2664.1 998
1002 2664.1 1004 2664.1 1006 2664.1 1008
1012 2664 1014 2664 1016 2664 1018
1022 2664 1024 2664 1026 2664 1028
1032 2664 1034 2664 1036 2664 1038
1042 2664 1044 2664 1046 2664 1048
1052 2664 1054 2664 1056 2664 1058
1062 2664.5 1064 2665.1 1066 2666 1068
1072 2669 1074 2670 1076 2670.9 1078
1082 2672 1084 2672 1086 2672 1088
1092 2672 1094 2672 1096 2672 1098
1102 2672 1104 2672 1106 2672 1108
1112 2672 1114 2672 1116 2672 1118
1122 2672 1124 2672 1126 2672 1128
1132 2672 1134 2672 1136 2672 1138
1142 2672 1144 2672 1146 2672 1148
Manning's n Values
Sta
572
num= 3
n Val Sta n Val Sta n Val
.03 572 .03 1150 .03
Bank Sta: Left Right
572 1150
Lengths: Left Channel Right
39 39 39
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2671.75

2.49 2669.26
2669.26

0.007907
13530.00
216.88

12.67 5.26
152161.8

39.00 2664.00

1.00 0.31

0.01 2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.1
2668.1
2664.2
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664
2664
2664
2664
2664
2664
2667
2671.7
2672
2672
2672
2672
2672
2672
2672
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Cony. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
720
730
740
750
760
770
780
790
800
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2672.2
2 672
2667.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664.1
2664
2664
2664
2664
2664
2664.2
2668
2671.9
2672
2672
2672
2672
2672
2 672
2672
Coeff Contr. Expan.
.1 .3
Left OB Channel Right OB

0.030

39.00 39.00 39.00
1068.21
1068.21
13530.00
216.88

12.67 4.93
152161.8
219.02

2.41 30.49

76.70 18.83
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: During the standard step iterations, when the assumed water surface was set equal to

Page 1561 of 2775 ends

critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5660
INPUT
Description: 5660
Station Elevation Data num= 275
Sta Elev Sta Elev Sta Elev
604 2671.4 606 2671.4 608 2671.4
614 2671.4 616 2671.4 618 2671.4
624 2671.4 626 2671.4 628 2671.4
634 2671.4 636 2671.3 638 2671.4
644 2671.4 646 2671.4 648 2671.4
654 2671.4 656 2671.4 658 2671.4
664 2671.4 666 2671.4 668 2671.4
674 2671.4 676 2671.4 678 2671.4
684 2671.4 686 2671.4 688 2671.4
694 2671.4 696 2671.4 698 2671.4
704 2671.4 706 2671.4 708 2671.4
714 2671.4 716 2671.4 718 2671.4
724 2671.4 726 2671.4 728 2671.4
734 2671.3 736 2671.3 738 2671.3
744 2671.3 746 2671.3 748 2671.3
754 2671.3 756 2671.3 758 2671.3
764 2671.3 766 2671.3 768 2671.3
774 2671.3 776 2671.3 778 2671.3
784 2671.3 786 2671.3 788 2671.3
794 2671.3 796 2671.3 798 2671.3
804 2671.3 806 2671.3 808 2671.3
814 2671.3 816 2671.3 818 2671.3
824 2671.3 826 2671.3 828 2671.3
834 2671.3 836 2671.3 838 2671.3
844 2671.3 846 2671.3 848 2671.2
854 2669.1 856 2668.2 858 2667.2
864 2664.5 866 2663.8 868 2663.4
874 2663.2 876 2663.2 878 2663.2
884 2663.2 886 2663.2 888 2663.2
894 2663.2 896 2663.2 898 2663.2
904 2663.2 906 2663.2 908 2663.2
914 2663.2 916 2663.2 918 2663.2
924 2663.2 926 2663.2 928 2663.2
934 2663.2 936 2663.2 938 2663.2
944 2663.2 946 2663.2 948 2663.2
954 2663.2 956 2663.2 958 2663.2
964 2663.2 966 2663.2 968 2663.2
974 2663.2 976 2663.2 978 2663.2
984 2663.1 986 2663.1 988 2663.1
994 2663.1 996 2663.1 998 2663.1
1004 2663.1 1006 2663.1 1008 2663.1
1014 2663.1 1016 2663.1 1018 2663.1
1024 2663.1 1026 2663.1 1028 2663.1
1034 2663.1 1036 2663.1 1038 2663.1
1044 2663.1 1046 2663.1 1048 2663.1
1054 2663.1 1056 2663.1 1058 2663.1
1064 2663.5 1066 2663.9 1068 2664.8
1074 2667.6 1076 2668.6 1078 2669.5
1084 2671 1086 2671 1088 2671
1094 2671 1096 2671 1098 2671
1104 2671 1106 2671 1108 2671
1114 2671 1116 2671 1118 2671
1124 2671 1126 2671 1128 2671
1134 2671 1136 2671 1138 2671
1144 2671 1146 2671 1148 2671
Manning's n Values
Sta
604
num= 3
n Val Sta n Val Sta n Val
.03 604 .03 1152 .03
Bank Sta: Left Right
604 1152
The program defaulted to critical depth.

Sta
610
620
630
640
650
660
670
680
690
700
710
720
730
740
750
760
770
780
790
800
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
Elev
2671.4
2671.4
2671.4
2671.4
2671.4
2671.4
2671.4
2671.4
2671.4
2671.4
2671.4
2671.4
2671.3
2671.3
2671.3
2671.3
2671.3
2671.3
2671.3
2671.3
2671.3
2671.3
2671.3
2671.3
2670.9
2666.3
2663.2
2663.2
2663.2
2663.2
2663.2
2663.2
2663.2
2663.2
2663.2
2663.2
2663.2
2663.1
2663.1
2663.1
2663.1
2663.1
2663.1
2663.1
2663.1
2663.1
2665.7
2670.4
2671
2671
2671
2671
2671
2671
2671
Sta Elev
612 2671.4
622 2671.4
632 2671.4
642 2671.4
652 2671.4
662 2671.4
672 2671.4
682 2671.4
692 2671.4
702 2671.4
712 2671.4
722 2671.4
732 2671.3
742 2671.3
752 2671.3
762 2671.3
772 2671.3
782 2671.3
792 2671.3
802 2671.3
812 2671.3
822 2671.3
832 2671.3
842 2671.3
852 2670.1
862 2665.3
872 2663.2
882 2663.2
892 2663.2
902 2663.2
912 2663.2
922 2663.2
932 2663.2
942 2663.2
952 2663.2
962 2663.2
972 2663.2
982 2663.1
992 2663.1
1002 2663.1
1012 2663.1
1022 2663.1
1032 2663.1
1042 2663.1
1052 2663.1
1062 2663.1
1072 2666.6
1082 2671
1092 2671
1102 2671
1112 2671
1122 2671
1132 2671
1142 2671
1152 2671
Lengths: Left Channel Right Coeff Contr. Expan.
10 .1 .3
10 10

Page 1562 of 2775 ends

CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2670.77 Element

2.47 Wt. n -Val.
2668.31 Reach Len. (ft)
2668.31 Flow Area (sq ft)

0.007897 Area (sq ft)
13530.00 Flow (cfs)
219.66 Top Width (ft)

12.60 Avg. Vel. (ft/s)

5.21 Hydr. Depth (ft)
152248.6 Conv. (cfs)

10.00 Wetted Per. (ft)
2663.10 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.08 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB

10.00 Channel Right OB

0.030

10.00 10.00
1073.85
1073.85
13530.00
219.66

12.60 4.89
152248.6
221.74

2.39 30.08

75.74 18.64
Warning: The energy equation could not be balanced within the specified number of iterations. The program selected the water surface that had the least amount of error between computed and assumed values.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5650
INPUT
Description: 5650
Station Elevation Data num= 271
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
612 2671.1 614 2671.1 616 2671.1 618 2671.1 620 2671.1
622 2671.1 624 2671.1 626 2671.1 628 2671.1 630 2671.1
632 2671.1 634 2671.1 636 2671.1 638 2671.1 640 2671.1
642 2671.1 644 2671.1 646 2671.1 648 2671.1 650 2671.1
652 2671.1 654 2671.1 656 2671.1 658 2671.1 660 2671.1
662 2671.1 664 2671.1 666 2671.1 668 2671.1 670 2671.1
672 2671.1 674 2671.1 676 2671.1 678 2671.1 680 2671.1
682 2671.1 684 2671.1 686 2671.1 688 2671.1 690 2671.1
692 2671.1 694 2671.1 696 2671.1 698 2671.1 700 2671.1
702 2671.1 704 2671.1 706 2671.1 708 2671.1 710 2671.1
712 2671.1 714 2671.1 716 2671.1 718 2671.1 720 2671.1
722 2671.1 724 2671.1 726 2671.1 728 2671.1 730 2671.1
732 2671.1 734 2671.1 736 2671.1 738 2671.1 740 2671.1
742 2671.1 744 2671.1 746 2671.1 748 2671.1 750 2671.1
752 2671.1 754 2671.1 756 2671.1 758 2671.1 760 2671.1
762 2671.1 764 2671.1 766 2671.1 768 2671.1 770 2671.1
772 2671.1 774 2671.1 776 2671.1 778 2671.1 780 2671.1
782 2671.1 784 2671.1 786 2671.1 788 2671.1 790 2671.1
792 2671.1 794 2671.1 796 2671.1 798 2671.1 800 2671.1
802 2671 804 2671 806 2671 808 2671 810 2671
812 2671 814 2671 816 2671 818 2671 820 2671
822 2671 824 2671 826 2671 828 2671 830 2671
832 2671 834 2671 836 2671 838 2671 840 2671
842 2671 844 2671 846 2671 848 2670.9 850 2670.4
852 2669.6 854 2668.9 856 2667.9 858 2667 860 2666
862 2665.1 864 2664.1 866 2663.3 868 2663.1 870 2663
872 2663 874 2663 876 2663 878 2663 880 2663
882 2663 884 2663 886 2663 888 2663 890 2663
892 2663 894 2662.9 896 2662.9 898 2662.9 900 2662.9
902 2662.9 904 2662.9 906 2662.9 908 2662.9 910 2662.9
912 2662.9 914 2662.9 916 2662.9 918 2662.9 920 2662.9
922 2662.9 924 2662.9 926 2662.9 928 2662.9 930 2662.9
932 2662.9 934 2662.9 936 2662.9 938 2662.9 940 2662.9
942 2662.9 944 2662.9 946 2662.9 948 2662.9 950 2662.9
952 2662.9 954 2662.9 956 2662.9 958 2662.9 960 2662.9
962 2662.9 964 2662.9 966 2662.9 968 2662.9 970 2662.9
972 2662.9 974 2662.9 976 2662.9 978 2662.9 980 2662.9
982 2662.9 984 2662.9 986 2662.9 988 2662.9 990 2662.9
992 2662.9 994 2662.9 996 2662.9 998 2662.9 1000 2662.9 1002 2662.9 1004 2662.9 1006 2662.9 1008 2662.9 1010 2662.9

Page 1563 of 2775 ends

1012 2662.9 1014 2662.9 1016 2662.9 1018 2662.9 1020 2662.9 1022 2662.9 1024 2662.9 1026 2662.9 1028 2662.9 1030 2662.9 1032 2662.9 1034 2662.9 1036 2662.9 1038 2662.8 1040 2662.8 1042 2662.8 1044 2662.8 1046 2662.8 1048 2662.8 1050 2662.8 1052 2662.8 1054 2662.8 1056 2662.8 1058 2662.8 1060 2662.8 1062 2662.8 1064 2663 1066 2663.4 1068 2664.2 1070 2665.1 1072 2666 1074 2667 1076 2667.9 1078 2668.9 1080 2669.8 1082 2670.6 1084 2670.8 1086 2670.8 1088 2670.8 1090 2670.8 1092 2670.8 1094 2670.8 1096 2670.6 1098 2670.8 1100 2670.8 1102 2670.8 1104 2670.8 1106 2670.8 1108 2670.8 1110 2670.8 1112 2670.8 1114 2670.8 1116 2670.8 1118 2670.8 1120 2670.8 1122 2670.8 1124 2670.8 1126 2670.8 1128 2670.8 1130 2670.8 1132 2670.8 1134 2670.8 1136 2670.8 1138 2670.8 1140 2670.8 1142 2670.8 1144 2670.8 1146 2670.8 1148 2670.7 1150 2670.7 1152 2670.7
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
612 .03 612 .03 1152 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 612 1152 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2670.49 Element

2.45 Wt. n -Val.
2668.05 Reach Len. (ft)
2668.05 Flow Area (sq ft)

0.007856 Area (sq ft)
13530.00 Flow (cfs)
220.58 Top Width (ft)

12.56 Avg. Vel. (ft/s)

5.25 Hydr. Depth (ft)
152647.3 Cony. (cfs)

50.00 Wetted Per. (ft)
2662.80 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.39 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1077.41
1077.41
13530.00
220.58

12.56 4.88
152647.3
222.70

2.37 29.80

75.49 18.59
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5600
INPUT
Description: 5600
Station Elevation Data num= 253
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
652 2669.9 654 2669.9 656 2669.9 658 2669.9 660 2669.9
662 2669.9 664 2669.9 666 2669.9 668 2669.9 670 2669.9
672 2669.9 674 2669.9 676 2669.9 678 2669.9 680 2669.9
682 2669.8 684 2669.8 686 2669.6 688 2669.8 690 2669.8
692 2669.8 694 2669.8 696 2669.8 698 2669.8 700 2669.8
702 2669.8 704 2669.8 706 2669.8 708 2669.8 710 2669.8
712 2669.8 714 2669.8 716 2669.8 718 2669.8 720 2669.8
722 2669.8 724 2669.8 726 2669.8 728 2669.8 730 2669.8
732 2669.8 734 2669.8 736 2669.8 738 2669.8 740 2669.8
742 2669.8 744 2669.9 746 2669.9 748 2669.9 750 2669.9
752 2669.9 754 2669.9 756 2669.9 758 2669.9 760 2669.9
762 2669.9 764 2669.9 766 2669.9 768 2669.9 770 2669.9
772 2669.9 774 2669.9 776 2669.9 778 2669.9 780 2669.9
782 2669.9 784 2669.9 786 2669.9 788 2669.9 790 2669.9
792 2669.9 794 2669.9 796 2669.9 798 2669.9 800 2669.9
802 2669.9 804 2669.9 806 2669.9 808 2669.8 810 2669.8

Page 1564 of 2775 ends

812 2669.8 814 2669.8 816 2669.8 818 2669.8 820 2669.8
822 2669.8 824 2669.8 826 2669.8 828 2669.8 830 2669.8
832 2669.8 834 2669.8 836 2669.8 838 2669.8 840 2669.8
842 2669.8 844 2669.8 846 2669.7 848 2669.6 850 2669.2
852 2668.3 854 2667.4 856 2666.4 858 2665.5 860 2664.6
862 2663.7 864 2662.9 866 2662.3 868 2661.9 870 2661.8
872 2661.8 874 2661.8 876 2661.8 878 2661.8 880 2661.8
882 2661.8 884 2661.8 886 2661.8 888 2661.8 890 2661.8
892 2661.8 894 2661.8 896 2661.8 898 2661.8 900 2661.8
902 2661.8 904 2661.8 906 2661.8 908 2661.8 910 2661.8
912 2661.8 914 2661.8 916 2661.8 918 2661.8 920 2661.8
922 2661.8 924 2661.8 926 2661.8 928 2661.8 930 2661.8
932 2661.8 934 2661.8 936 2661.7 938 2661.7 940 2661.7
942 2661.7 944 2661.7 946 2661.7 948 2661.7 950 2661.7
952 2661.7 954 2661.7 956 2661.7 958 2661.7 960 2661.7
962 2661.7 964 2661.7 966 2661.7 968 2661.7 970 2661.7
972 2661.7 974 2661.7 976 2661.7 978 2661.7 980 2661.7
982 2661.7 984 2661.7 986 2661.7 988 2661.7 990 2661.7
992 2661.7 994 2661.7 996 2661.7 998 2661.7 1000 2661.7 1002 2661.7 1004 2661.7 1006 2661.7 1008 2661.7 1010 2661.7 1012 2661.7 1014 2661.7 1016 2661.7 1018 2661.7 1020 2661.7 1022 2661.7 1024 2661.7 1026 2661.7 1028 2661.7 1030 2661.7 1032 2661.7 1034 2661.7 1036 2661.7 1038 2661.7 1040 2661.7 1042 2661.7 1044 2661.7 1046 2661.7 1048 2661.7 1050 2661.7 1052 2661.7 1054 2661.7 1056 2661.7 1058 2661.7 1060 2661.7 1062 2661.7 1064 2661.7 1066 2661.8 1068 2662.1 1070 2662.8 1072 2663.6 1074 2664.5 1076 2665.4 1078 2666.3 1080 2667.2 1082 2668.1 1084 2668.9 1086 2669.4 1088 2669.6 1090 2669.6 1092 2669.6 1094 2669.6 1096 2669.6 1098 2669.6 1100 2669.6 1102 2669.6 1104 2669.6 1106 2669.6 1108 2669.6 1110 2669.6 1112 2669.6 1114 2669.6 1116 2669.6 1118 2669.6 1120 2669.6 1122 2669.6 1124 2669.6 1126 2669.6 1128 2669.6 1130 2669.6 1132 2669.6 1134 2669.6 1136 2669.6 1138 2669.6 1140 2669.6 1142 2669.6 1144 2669.6 1146 2669.6 1148 2669.6 1150 2669.6 1152 2669.6 1154 2669.6 1156 2669.6
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
652 .03 652 .03 1156 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 652 1156 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2669.26 Element
Vel Head (ft) 2.44 Wt. n -Val.

W.S. Elev (ft) 2666.82 Reach Len. (ft)
Crit W.S. (ft) 2666.82 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.007937 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 224.01 Top Width (ft)
Vel Total (ft/s) 12.52 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 5.12 Hydr. Depth (ft)
Conv. Total (cfs) 151872.6 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2661.70 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.40 Cum Volume (acre -ft)
C & E Loss (ft) 0.01 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1080.38
1080.38
13530.00
224.01

12.52 4.82
151872.6
225.96

2.37 29.67

74.25 18.33
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5550

Page 1565 of 2775 ends

INPUT
Description: 5550
Station Elevation Data
Sta Elev Sta
690 2668.7 692
700 2668.7 702
710 2668.6 712
720 2668.6 722
730 2668.6 732
740 2668.6 742
750 2668.6 752
760 2668.6 762
770 2668.6 772
780 2668.6 782
790 2668.6 792
800 2668.6 802
810 2668.7 812
820 2668.7 822
830 2668.7 832
840 2668.7 842
850 2667.3 852
860 2662.8 862
870 2660.6 872
880 2660.6 882
890 2660.6 892
900 2660.6 902
910 2660.6 912
920 2660.6 922
930 2660.6 932
940 2660.6 942
950 2660.6 952
960 2660.6 962
970 2660.6 972
980 2660.5 982
990 2660.5 992
1000 2660.5 1002
1010 2660.5 1012
1020 2660.5 1022
1030 2660.5 1032
1040 2660.5 1042
1050 2660.5 1052
1060 2660.5 1062
1070 2660.8 1072
1080 2665.1 1082
1090 2668.4 1092
1100 2668.4 1102
1110 2668.4 1112
1120 2668.4 1122
1130 2668.4 1132
1140 2668.4 1142
1150 2668.4 1152
Manning's n Values
Sta n Val
690 .03
num=
Elev
2668.7
2668.7
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.7
2668.7
2668.7
2668.7
2666.4
2661.9
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.5
2660.5
2660.5
2660.5
2660.5
2660.5
2660.5
2660.5
2660.5
2661.6
2666
2668.4
2668.4
2668.4
2668.4
2668.4
2668.4
2668.4
num=
Sta n Val
690 .03
235
Sta Elev
694 2668.7
704 2668.6
714 2668.6
724 2668.6
734 2668.6
744 2668.6
754 2668.6
764 2668.6
774 2668.6
784 2668.6
794 2668.6
804 2668.7
814 2668.7
824 2668.7
834 2668.7
844 2668.7
854 2665.5
864 2661.1
874 2660.6
884 2660.6
894 2660.6
904 2660.6
914 2660.6
924 2660.6
934 2660.6
944 2660.6
954 2660.6
964 2660.6
974 2660.5
984 2660.5
994 2660.5
1004 2660.5
1014 2660.5
1024 2660.5
1034 2660.5
1044 2660.5
1054 2660.5
1064 2660.5
1074 2662.4
1084 2666.8
1094 2668.4
1104 2668.4
1114 2668.4
1124 2668.4
1134 2668.4
1144 2668.4
1154 2668.4
3 Sta n Val
1158 .03
Sta
696
706
716
726
736
746
756
766
776
786
796
806
816
826
836
846
856
866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
1146
1156
Bank Sta: Left Right Lengths: Left Channel Right
50 50 50
690 1158
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
2668.00

2.41 2665.58
2665.58

0.007974
13530.00
227.26

12.47 5.08
151517.3

50.00 2660.50

1.00 Elev
2668.7
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.6
2668.7
2668.7
2668.7
2668.7
2668.2
2664.6
2660.8
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.6
2660.5
2660.5
2660.5
2660.5
2660.5
2660.5
2660.5
2660.5
2660.5
2660.5
2663.3
2667.7
2668.4
2668.4
2668.4
2668.4
2668.4
2668.4
2668.4
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Sta Elev
698 2668.7
708 2668.6
718 2668.6
728 2668.6
738 2668.6
748 2668.6
758 2668.6
768 2668.6
778 2668.6
788 2668.6
798 2668.6
808 2668.7
818 2668.7
828 2668.7
838 2668.7
848 2668.1
858 2663.7
868 2660.7
878 2660.6
888 2660.6
898 2660.6
908 2660.6
918 2660.6
928 2660.6
938 2660.6
948 2660.6
958 2660.6
968 2660.6
978 2660.5
988 2660.5
998 2660.5
1008 2660.5
1018 2660.5
1028 2660.5
1038 2660.5
1048 2660.5
1058 2660.5
1068 2660.5
1078 2664.2
1088 2668.2
1098 2668.4
1108 2668.4
1118 2668.4
1128 2668.4
1138 2668.4
1148 2668.4
1158 2668.4
Coeff Contr. Expan.
.1 .3
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1085.11
1085.11
13530.00
227.26

12.47 4.77
151517.3
229.24

2.36 29.38

Page 1566 of 2775 ends

Frctn Loss (ft)
C & E Loss (ft)

0.40 Cum Volume (acre -ft) 73.01

0.02 Cum SA (acres) 18.07
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This that there is not a valid subcritical answer. The program defaulted to critical depth. indicates

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5500
INPUT
Description: 5500
Station Elevation Data num= 222
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
718 2667.5 720 2667.5 722 2667.5 724 2667.5 726 2667.5
728 2667.5 730 2667.5 732 2667.5 734 2667.5 736 2667.5
738 2667.5 740 2667.5 742 2667.5 744 2667.5 746 2667.5
748 2667.4 750 2667.4 752 2667.4 754 2667.4 756 2667.4
758 2667.4 760 2667.4 762 2667.4 764 2667.4 766 2667.4
768 2667.4 770 2667.4 772 2667.4 774 2667.4 776 2667.4
778 2667.4 780 2667.4 782 2667.4 784 2667.4 786 2667.4
788 2667.4 790 2667.4 792 2667.4 794 2667.4 796 2667.4
798 2667.4 800 2667.4 802 2667.5 804 2667.5 806 2667.5
808 2667.5 810 2667.5 812 2667.5 814 2667.5 816 2667.5
818 2667.5 820 2667.5 822 2667.5 824 2667.5 826 2667.5
828 2667.5 830 2667.5 832 2667.5 834 2667.5 836 2667.5
838 2667.5 840 2667.5 842 2667.4 844 2667.2 846 2666.5
848 2665.9 850 2665 852 2664.1 854 2663.2 856 2662.3
858 2661.4 860 2660.8 862 2659.9 864 2659.5 866 2659.4
868 2659.4 870 2659.4 872 2659.4 874 2659.4 876 2659.4
878 2659.4 880 2659.4 882 2659.4 884 2659.4 886 2659.4
888 2659.4 890 2659.4 892 2659.4 894 2659.4 896 2659.4
898 2659.4 900 2659.4 902 2659.4 904 2659.4 906 2659.4
908 2659.4 910 2659.4 912 2659.4 914 2659.4 916 2659.4
918 2659.4 920 2659.4 922 2659.4 924 2659.4 926 2659.4
928 2659.4 930 2659.4 932 2659.4 934 2659.4 936 2659.4
938 2659.4 940 2659.4 942 2659.4 944 2659.4 946 2659.4
948 2659.4 950 2659.4 952 2659.4 954 2659.4 956 2659.4
958 2659.4 960 2659.4 962 2659.4 964 2659.4 966 2659.4
968 2659.4 970 2659.4 972 2659.4 974 2659.4 976 2659.4
978 2659.4 980 2659.4 982 2659.4 984 2659.4 986 2659.4
988 2659.4 990 2659.4 992 2659.4 994 2659.4 996 2659.4
998 2659.4 1000 2659.4 1002 2659.4 1004 2659.4 1006 2659.4 1008 2659.4 1010 2659.4 1012 2659.4 1014 2659.4 1016 2659.4 1018 2659.4 1020 2659.4 1022 2659.4 1024 2659.4 1026 2659.4 1028 2659.4 1030 2659.4 1032 2659.4 1034 2659.4 1036 2659.4 1038 2659.4 1040 2659.4 1042 2659.4 1044 2659.4 1046 2659.4 1048 2659.4 1050 2659.4 1052 2659.4 1054 2659.4 1056 2659.4 1058 2659.4 1060 2659.3 1062 2659.3 1064 2659.3 1066 2659.3 1068 2659.3 1070 2659.4 1072 2659.5 1074 2660.1 1076 2660.9 1078 2661.8 1080 2662.6 1082 2663.4 1084 2664.3 1086 2665.1 1088 2666 1090 2666.4 1092 2667.1 1094 2667.2 1096 2667.3 1098 2667.3 1100 2667.3 1102 2667.3 1104 2667.3 1106 2667.3 1108 2667.3 1110 2667.3 1112 2667.3 1114 2667.3 1116 2667.3 1118 2667.3 1120 2667.3 1122 2667.3 1124 2667.3 1126 2667.3 1128 2667.3 1130 2667.3 1132 2667.3 1134 2667.3 1136 2667.3 1138 2667.3 1140 2667.3 1142 2667.3 1144 2667.3 1146 2667.3 1148 2667.3 1150 2667.3 1152 2667.3 1154 2667.3 1156 2667.3 1158 2667.3 1160 2667.3
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
718 .03 718 .03 1160 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 718 1160 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1

Page 1567 of 2775 ends

E.G. Elev (ft) 2666.72 Element
Vel Head (ft) 2.36 Wt. n -Val.

W.S. Elev (ft) 2664.36 Reach Len. (ft)
Crit W.S. (ft) 2664.36 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.007918 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 232.74 Top Width (ft)
Vel Total (ft/s) 12.33 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 5.06 Hydr. Depth (ft)
Cony. Total (cfs) 152055.4 Cony. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2659.30 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.40 Cum Volume (acre -ft)
C & E Loss (ft) 0.01 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1097.61
1097.61
13530.00
232.74

12.33 4.72
152055.4
234.65

2.31 28.50

71.76 17.81
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5450
INPUT
Description: 5450
Station Elevation Data num= 217
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
730 2666.2 732 2666.2 734 2666.2 736 2666.2 738 2666.2
740 2666.2 742 2666.2 744 2666.2 746 2666.2 748 2666.2
750 2666.2 752 2666.2 754 2666.2 756 2666.2 758 2666.2
760 2666.2 762 2666.3 764 2666.3 766 2666.3 768 2666.3
770 2666.3 772 2666.3 774 2666.3 776 2666.3 778 2666.3
780 2666.3 782 2666.3 784 2666.3 786 2666.3 788 2666.3
790 2666.3 792 2666.3 794 2666.3 796 2666.3 798 2666.3
800 2666.3 802 2666.3 804 2666.3 806 2666.3 808 2666.3
810 2666.3 812 2666.3 814 2666.3 816 2666.3 818 2666.3
820 2666.3 822 2666.3 824 2666.3 826 2666.3 828 2666.3
830 2666.3 832 2666.3 834 2666.3 836 2666.3 838 2666.2
840 2666 842 2665.5 844 2664.9 846 2664 848 2663.1
850 2662.2 852 2661.3 854 2660.4 856 2659.5 858 2658.9
860 2658.5 862 2658.2 864 2658.2 866 2658.2 868 2658.2
870 2658.2 872 2658.2 874 2658.2 876 2658.2 878 2658.2
880 2658.2 882 2658.2 884 2658.2 886 2658.2 888 2658.2
890 2658.2 892 2658.2 894 2658.2 896 2658.2 898 2658.2
900 2658.2 902 2658.2 904 2658.2 906 2658.2 908 2658.2
910 2658.2 912 2658.2 914 2658.2 916 2658.2 918 2658.2
920 2658.2 922 2658.2 924 2658.2 926 2658.2 928 2658.2
930 2658.2 932 2658.2 934 2658.2 936 2658.2 938 2658.2
940 2658.2 942 2658.2 944 2658.2 946 2658.2 948 2658.2
950 2658.2 952 2658.2 954 2658.2 956 2658.2 958 2658.2
960 2658.2 962 2658.2 964 2658.2 966 2658.2 968 2658.2
970 2658.2 972 2658.2 974 2658.2 976 2658.2 978 2658.2
980 2658.2 982 2658.2 984 2658.2 986 2658.2 988 2658.2
990 2658.2 992 2658.2 994 2658.2 996 2658.2 998 2658.2
1000 2658.2 1002 2658.2 1004 2658.2 1006 2658.2 1008 2658.2 1010 2658.2 1012 2658.2 1014 2658.2 1016 2658.2 1018 2658.2 1020 2658.2 1022 2658.2 1024 2658.2 1026 2658.2 1028 2658.2 1030 2658.2 1032 2658.2 1034 2658.2 1036 2658.2 1038 2658.2 1040 2658.2 1042 2658.2 1044 2658.2 1046 2658.2 1048 2658.2 1050 2658.2 1052 2658.2 1054 2658.2 1056 2658.2 1058 2658.2 1060 2658.2 1062 2658.2 1064 2658.2 1066 2658.2 1068 2658.2 1070 2658.2 1072 2658.2 1074 2658.2 1076 2658.5 1078 2659.3 1080 2660 1082 2660.8 1084 2661.7 1086 2662.5 1088 2663.3 1090 2664.1 1092 2664.9 1094 2665.5 1096 2666.1 1098 2666.1 1100 2666.1 1102 2666.1 1104 2666.1 1106 2666.1 1108 2666.1 1110 2666.1 1112 2666.1 1114 2666.1 1116 2666.1 1118 2666.1 1120 2666.1 1122 2666.1 1124 2666.1 1126 2666.1 1128 2666.1

Page 1568 of 2775 ends

1130 2666.1 1132 2666.1 1134 2666.1 1136 2666.1 1138 2666.1 1140 2666.1 1142 2666.1 1144 2666.1 1146 2666.1 1146 2666.1 1150 2666.1 1152 2666.1 1154 2666.1 1156 2666.1 1158 2666.1 1160 2666.1 1162 2666.1
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
730 .03 730 .03 1162 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 730 1162 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2665.38 Element

2.33 Wt. n -Val.
2663.05 Reach Len. (ft)
2663.05 Flow Area (sq ft)

0.008040 Area (sq ft)
13530.00 Flow (cfs)
239.28 Top Width (ft)

12.25 Avg. Vel. (ft/s)

4.85 Hydr. Depth (ft)
150892.3 Conv. (cfs)

50.00 Wetted Per. (ft)
2658.20 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.40 Cum Volume (acre -ft)

0.01 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1104.46
1104.46
13530.00
239.28

12.25 4.62
150892.3
241.09

2.30 28.17

70.49 17.54
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5400
INPUT
Description: 5400
Station Elevation Data num= 213
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
742 2665 744 2665 746 2665 748 2665 750 2665
752 2665 754 2665 756 2665 758 2665 760 2665
762 2665 764 2665 766 2665 768 2665 770 2665
772 2665 774 2665 776 2665 778 2665 780 2665
782 2665 784 2665.1 786 2665.1 788 2665.1 790 2665.1
792 2665.1 794 2665.1 796 2665.1 798 2665.1 800 2665.1
802 2665.1 804 2665.1 806 2665.1 808 2665.1 810 2665.1
812 2665.1 814 2665.1 816 2665.1 818 2665.1 820 2665.1
822 2665.1 824 2665.1 826 2665.1 828 2665.1 830 2665.1
832 2665.1 834 2665.1 836 2664.8 838 2664.3 840 2663.4
842 2662.6 844 2661.7 846 2660.8 848 2659.9 850 2659
852 2658 854 2657.6 856 2657.1 858 2657 860 2657
862 2657 864 2657 866 2657 868 2657 870 2657
872 2657 874 2657 876 2657 878 2657 880 2657
882 2657 884 2657 886 2657 888 2657 890 2657
892 2657 894 2657 896 2657 898 2657 900 2657
902 2657 904 2657 906 2657 908 2657 910 2657
912 2657 914 2657 916 2657 918 2657 920 2657
922 2657 924 2657 926 2657 928 2657 930 2657
932 2657 934 2657 936 2657 938 2657 940 2657
942 2657 944 2657 946 2657 948 2657 950 2657
952 2657 954 2657 956 2657 958 2657 960 2657
962 2657 964 2657 966 2657 968 2657 970 2657
972 2657 974 2657 976 2657 978 2657 980 2657
982 2657 984 2657 986 2657 988 2657 990 2657
992 2657 994 2657 996 2657 998 2657 1000 2657
1002 2657 1004 2657 1006 2657 1008 2657 1010 2657

Page 1569 of 2775 ends

1012 2657 1014 2657 1016 2657 1018 2657 1020 2657
1022 2657 1024 2657 1026 2657 1028 2657 1030 2657
1032 2657 1034 2657 1036 2657 1038 2657 1040 2657
1042 2657 1044 2657 1046 2657 1048 2657 1050 2657
1052 2657 1054 2657 1056 2657 1058 2657 1060 2657
1062 2657 1064 2657 1066 2657 1068 2657 1070 2657
1072 2657 1074 2657 1076 2657.1 1078 2657.4 1080 2658
1082 2658.6 1084 2659.4 1086 2660.2 1088 2661 1090 2661.8 1092 2662.6 1094 2663.4 1096 2664.2 1098 2664.7 1100 2664.9 1102 2664.9 1104 2664.9 1106 2664.9 1108 2664.9 1110 2664.9 1112 2664.9 1114 2664.9 1116 2664.9 1118 2664.9 1120 2664.9 1122 2664.9 1124 2664.9 1126 2664.9 1128 2664.9 1130 2664.9 1132 2664.9 1134 2664.9 1136 2664.9 1138 2665 1140 2665 1142 2665 1144 2665 1146 2665 1148 2665 1150 2665
1152 2665 1154 2665 1156 2665 1158 2665 1160 2665
1162 2665 1164 2665 1166 2665
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
742 .03 742 .03 1166 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 742 1166 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2664.05 Element

2.29 wt. n -Val.
2661.76 Reach Len. (ft)
2661.76 Flow Area (sq ft)

0.008079 Area (sq ft)
13530.00 Flow (cfs)
246.03 Top Width (ft)

12.13 Avg. Vel. (ft/s)

4.76 Hydr. Depth (ft)
150526.7 Conv. (cfs)

50.00 Wetted Per. (ft)
2657.00 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.41 Cum Volume (acre -ft)

0.01 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1114.97
1114.97
13530.00
246.03

12.13 4.53
150526.7
247.77

2.27 27.54

69.22 17.26
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5350
INPUT
Description: 5350
Station Elevation Data num= 207
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
754 2663.8 756 2663.8 758 2663.8 760 2663.8 762 2663.8
764 2663.8 766 2663.8 768 2663.8 770 2663.8 772 2663.8
774 2663.8 776 2663.8 778 2663.8 780 2663.8 782 2663.8
784 2663.8 786 2663.8 788 2663.8 790 2663.8 792 2663.9
794 2663.9 796 2663.9 798 2663.9 800 2663.9 802 2663.9
804 2663.9 806 2663.9 808 2663.9 810 2663.9 812 2663.9
814 2663.9 816 2663.9 818 2663.9 820 2663.9 822 2663.9
824 2663.9 826 2663.9 828 2663.9 830 2663.5 832 2663.3
834 2662.6 836 2661.7 838 2660.8 840 2659.9 842 2658.9
844 2658 846 2657.1 848 2656.5 850 2656.2 852 2655.8
854 2655.8 856 2655.8 858 2655.8 860 2655.8 862 2655.8
864 2655.8 866 2655.8 868 2655.8 870 2655.8 872 2655.8
874 2655.8 876 2655.8 878 2655.8 880 2655.8 882 2655.8
884 2655.8 886 2655.8 888 2655.8 890 2655.8 892 2655.8
894 2655.8 896 2655.8 898 2655.8 900 2655.8 902 2655.8

Page 1570 of 2775 ends

904 2655.8 906 2655.8 908 2655.8 910 2655.8 912 2655.8
914 2655.8 916 2655.8 918 2655.8 920 2655.8 922 2655.8
924 2655.8 926 2655.8 928 2655.8 930 2655.8 932 2655.8
934 2655.8 936 2655.8 938 2655.9 940 2655.9 942 2655.9
944 2655.9 946 2655.9 948 2655.9 950 2655.9 952 2655.9
954 2655.9 956 2655.9 958 2655.9 960 2655.9 962 2655.9
964 2655.9 966 2655.9 968 2655.9 970 2655.9 972 2655.9
974 2655.9 976 2655.9 978 2655.9 980 2655.9 982 2655.9
984 2655.9 986 2655.9 988 2655.9 990 2655.9 992 2655.9
994 2655.9 996 2655.9 998 2655.9 1000 2655.9 1002 2655.9 1004 2655.9 1006 2655.9 1008 2655.9 1010 2655.9 1012 2655.9 1014 2655.9 1016 2655.9 1018 2655.9 1020 2655.9 1022 2655.9 1024 2655.9 1026 2655.9 1028 2655.9 1030 2655.9 1032 2655.9 1034 2655.9 1036 2655.9 1038 2655.9 1040 2655.9 1042 2655.9 1044 2655.9 1046 2655.9 1048 2655.9 1050 2655.9 1052 2655.9 1054 2655.9 1056 2655.9 1058 2655.8 1060 2655.8 1062 2655.8 1064 2655.8 1066 2655.8 1068 2655.8 1070 2655.8 1072 2655.8 1074 2655.8 1076 2655.9 1078 2656 1080 2656.3 1082 2656.8 1084 2657.6 1086 2658.4 1088 2659.1 1090 2659.9 1092 2660.7 1094 2661.4 1096 2662.2 1098 2662.8 1100 2663.4 1102 2663.6 1104 2663.8 1106 2663.8 1108 2663.8 1110 2663.8 1112 2663.8 1114 2663.8 1116 2663.8 1118 2663.8 1120 2663.8 1122 2663.8 1124 2663.8 1126 2663.8 1128 2663.8 1130 2663.8 1132 2663.8

1.134 2663.8 1136 2663.8 1138 2663.8 1140 2663.8 1142 2663.8 1144 2663.8 1146 2663.8 1148 2663.8 1150 2663.8 1152 2663.8 1154 2663.8 1156 2663.8 1158 2663.8 1160 2663.8 1162 2663.8 1164 2663.8 1166 2663.8
Manning's n Values
Sta n Val
754 .03
num= 3
Sta n Val Sta n Val
754 .03 1166 .03
Bank Sta: Left Right
754 1166
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2662.76

2.25 2660.52
2660.52

0.008128
13530.00
252.91

12.03 4.72
150075.3

50.00 2655.80

1.00 0.41

0.01 Element
Wt. n -Val.

0.030

50.00 50.00 50.00
1125.15
1125.15
13530.00
252.91

12.03 4.45
150076.3
254.60

2.24 26.96

67.93 16.97
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5300
INPUT
Description: 5300
Station Elevation Data num= 204
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
760 2662.7 762 2662.7 764 2662.7 766 2662.7 768 2662.7
770 2662.7 772 2662.7 774 2662.7 776 2662.7 778 2662.7
780 2662.7 782 2662.7 784 2662.7 786 2662.7 788 2662.7
790 2662.7 792 2662.7 794 2662.7 796 2662.7 798 2662.7

Page 1571 of 2775 ends

800
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
2662.7
2662.7
2662.7
2661
2656.3
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2658.1
2661.9
2662.6
2662.6
2662.6
2662.6
2662.6
2662.6
Manning's n Values
Sta n Val
760 .03
Bank Sta: Left
760
802
812
822
832
842
852
862
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
1152
1162
2662.7
2662.7
2662.7
2660
2655.4
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2655.2
2658.9
2662.5
2662.6
2662.6
2662.6
2662.6
2662.6
2662.6
num=
Sta n Val
760 .03
804
814
824
834
844
854
864
874
884
894
904
914
924
934
944
954
964
974
984
994
1004
1014
1024
1034
1044
1054
1064
1074
1084
1094
1104
1114
1124
1134
1144
1154
1164
2662.7
2662.7
2662.7
2659.1
2654.8
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654:7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2654.7
2655.9
2659.6
2662.5
2662.6
2662.6
2662.6
2662.6
2662.6
2662.6
3 Sta n Val
1166 .03
806 2662.7 808 2662.7
816 2662.7 818 2662.7
826 2662.1 828 2661.8
836 2658.2 838 2657.3
846 2654.7 848 2654.7
856 2654.7 858 2654.7
866 2654.7 868 2654.7
876 2654.7 878 2654.7
886 2654.7 888 2654.7
896 2654.7 898 2654.7
906 2654.7 908 2654.7
916 2654.7 918 2654.7
926 2654.7 928 2654.7
936 2654.7 938 2654.7
946 2654.7 948 2654.7
956 2654.7 958 2654.7
966 2654.7 968 2654.7
976 2654.7 978 2654.7
986 2654.7 988 2654.7
996 2654.7 998 2654.7
1006 2654.7 1008 2654.7
1016 2654.7 1018 2654.7
1026 2654.7 1028 2654.7
1036 2654.7 1038 2654.7
1046 2654.7 1048 2654.7
1056 2654.7 1058 2654.7
1066 2654.7 1068 2654.7
1076 2654.7 1078 2654..7
1086 2656.6 1088 2657.3
1096 2660.4 1098 2661.2
1106 2662.6 1108 2662.6
1116 2662.6 1118 2662.6
1126 2662.6 1128 2662.6
1136 2662.6 1138 2662.6
1146 2662.6 1148 2662.6
1156 2662.6 1158 2662.6
1166 2662.6
Right Lengths: Left Channel Right
1166 50 50 50

2.21 2659.27
2659.27

0.008159
13530.00
259.45

11.92 4.57
149790.2

50.00 2654.70

1.00 0.41

0.01 Element
Wt. n -Val.

50.00 Channel

0.030

50.00 1135.39
1135.39
13530.00
259.45

11.92 4.38
149790.2
261.19

2.21 26.39

66.64 16.68
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION RIVER: 1

Page 1572 of 2775 ends

REACH: 1 RS: 5250
INPUT
Description: 5250
Station Elevation Data
Sta
760
770
780
790
800
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
Elev
2661.6
2661.6
2661.6
2661.6
2661.6
2661.6
2661.6
2658.5
2654
2653.6
2653.6
2653.6
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.4
2653.4
2656
2660
2661.4
2661.3
2661.3
2661.3
2661.3
2661.3
2661.3
Sta
762
772
782
792
802
812
822
832
842
852
862
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
1152
1162
num=
Elev
2661.6
2661.6
2661.6
2661.6
2661.6
2661.6
2661.5
2657.5
2653.9
2653.6
2653.6
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.4
2653.4
2656.8
2660.7
2661.4
2661.3
2661.3
2661.3
2661.3
2661.3
Manning's n Values num=
Sta n Val Sta n Val
760 .03 760 .03
Bank Sta: Left Right
760 1170
206
Sta Elev Sta
764 2661.6 766
774 2661.6 776
784 2661.6 786
794 2661.6 796
804 2661.6 806
814 2661.6 816
824 2661.2 826
834 2656.5 836
844 2653.6 846
854 2653.6 856
864 2653.6 866
874 2653.5 876
884 2653.5 886
894 2653.5 896
904 2653.5 906
914 2653.5 916
924 2653.5 926
934 2653.5 936
944 2653.5 946
954 2653.5 956
964 2653.5 966
974 2653.5 976
984 2653.5 986
994 2653.5 996
1004 2653.5 1006
1014 2653.5 1016
1024 2653.5 1026
1034 2653.5 1036
1044 2653.5 1046
1054 2653.5 1056
1064 2653.4 1066
1074 2653.4 1076
1084 2653.8 1086
1094 2657.6 1096
1104 2660.9 1106
1114 2661.3 1116
1124 2661.3 1126
1134 2661.3 1136
1144 2661.3 1146
1154 2661.3 1156
1164 2661.3 1166
3 Sta n Val
1170 .03
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2660.19

2.18 2658.01
2658.01

0.008192
13530.00
264.05

11.85 4.61
149483.2

50.00 2653.40

1.00 0.41

0.01 Elev
2661.6
2661.6
2661.6
2661.6
2661.6
2661.6
2660.4
2655.5
2653.6
2653.6
2653.6
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.4
2653.4
2654.4
2658.4
2661.4
2661.3
2661.3
2661.3
2661.3
2661.3
2661.3
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
Sta
768
778
788
798
808
818
828
838
848
858
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
1148
1158
1168
Elev
2661.6
2661.6
2661.6
2661.6
2661.6
2661.6
2659.4
2654.6
2653.6
2653.6
2653.6
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.5
2653.4
2653.4
2655.2
2659.3
2661.4
2661.3
2661.3
2661.3
2661.3
2661.3
2661.3
Coeff Contr. Expan.
.1 .3
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1141.92
1141.92
13530.00
264.05

11.85 4.32
149483.2
265.77

2.20 26.04

65.33 16.38

Page 1573 of 2775 ends

Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5200
INPUT
Description: 5200
Station Elevation Data num= 208
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
756 2660.6 758 2660.6 760 2660.6 762 2660.6 764 2660.5
766 2660.5 768 2660.5 770 2660.5 772 2660.5 774 2660.5
776 2660.5 778 2660.5 780 2660.5 782 2660.5 784 2660.5
786 2660.5 788 2660.5 790 2660.5 792 2660.5 794 2660.5
796 2660.5 798 2660.5 800 2660.5 802 2660.5 804 2660.5
806 2660.5 808 2660.5 810 2660.5 812 2660.5 814 2660.5
816 2660.5 818 2660.5 820 2660.1 822 2659.1 824 2658.4
826 2657.4 828 2656.4 830 2655.3 832 2654.3 834 2653.4
836 2652.6 838 2652.5 840 2652.5 842 2652.5 844 2652.5
846 2652.5 848 2652.5 850 2652.5 852 2652.5 854 2652.5
856 2652.5 858 2652.5 860 2652.5 862 2652.5 864 2652.5
866 2652.5 868 2652.4 870 2652.4 872 2652.4 874 2652.4
876 2652.4 878 2652.4 880 2652.4 882 2652.4 884 2652.4
886 2652.4 888 2652.4 890 2652.4 892 2652.4 894 2652.4
896 2652.4 898 2652.4 900 2652.4 902 2652.4 904 2652.4
906 2652.4 908 2652.4 910 2652.4 912 2652.4 914 2652.4
916 2652.4 918 2652.4 920 2652.4 922 2652.4 924 2652.4
926 2652.4 928 2652.4 930 2652.4 932 2652.4 934 2652.4
936 2652.4 938 2652.4 940 2652.4 942 2652.4 944 2652.4
946 2652.4 948 2652.4 950 2652.4 952 2652.4 954 2652.4
956 2652.4 958 2652.4 960 2652.3 962 2652.3 964 2652..3 966 2652.3 968 2652.3 970 2652.3 972 2652.3 974 2652.3
976 2652.3 978 2652.3 980 2652.3 982 2652.3 984 2652.3
986 2652.3 988 2652.3 990 2652.3 992 2652.3 994 2652.3
996 2652.3 998 2652.3 1000 2652.3 1002 2652.3 1004 2652.3 1006 2652.3 1008 2652.3 1010 2652.3 1012 2652.3 1014 2652.3 1016 2652.3 1018 2652.3 1020 2652.3 1022 2652.3 1024 2652.3 1026 2652.3 1028 2652.3 1030 2652.3 1032 2652.3 1034 2652.3 1036 2652.3 1038 2652.3 1040 2652.3 1042 2652.3 1044 2652.3 1046 2652.3 1048 2652.2 1050 2652.2 1052 2652.2 1054 2652.2 1056 2652.2 1058 2652.2 1060 2652.2 1062 2652.2 1064 2652.2 1066 2652.2 1068 2652.2 1070 2652.2 1072 2652.2 1074 2652.2 1076 2652.2 1078 2652.2 1080 2652.2 1082 2652.2 1084 2652.4 1086 2652.7 1088 2653.4 1090 2654.1 1092 2655 1094 2655.9 1096 2656.7 1098 2657.6 1100 2658.5 1102 2659.2 1104 2659.8 1106 2659.9 1108 2660.1 1110 2660.1 1112 2660.1 1114 2660.1 1116 2660.1 1118 2660.1 1120 2660.1 1122 2660.1 1124 2660.1 1126 2660.1 1128 2660.1 1130 2660.1 1132 2660.1 1134 2660.1 1136 2660.1 1138 2660.1 1140 2660.1 1142 2660.1 1144 2660.1 1146 2660.1 1148 2660.1 1150 2660.1 1152 2660.1 1154 2660.1 1156 2660.1 1158 2660.1 1160 2660.1 1162 2660.1 1164 2660.1 1166 2660.1 1168 2660.1 1170 2660.1
Manning's n Values
Sta n Val Sta
756 .03 756
Bank Sta: Left Right
756 1170
num= 3
n Val Sta n Val
.03 1170 .03
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
2658.94

2.15 2656.78
2656.78

0.008225
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1149.03
1149.03

Page 1574 of 2775 ends

Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
13530.00 Flow (cfs)
268.95 Top Width (ft)

11.78 Avg. Vel. (ft/s)

4.58 Hydr. Depth (ft)
149184.9 Conv. (cfs)

50.00 Wetted Per. (ft)
2652.20 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.41 Cum Volume (acre -ft)

0.01 Cum SA (acres)
13530.00
268.95

11.78 4.27
149184.9
270.74

2.18 2-5.66

64.01 16.07
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: .1
RS: 5150
INPUT
Description: 5150
Station Elevation Data num= 210
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
754 2659.5 756 2659.5 758 2659.5 760 2659.5 762 2659.5
764 2659.5 766 2659.5 768 2659.5 770 2659.5 772 2659.5
774 2659.5 776 2659.5 778 2659.5 780 2659.5 782 2659.5
784 2659.5 786 2659.4 788 2659.4 790 2659.4 792 2659.4
794 2659.4 796 2659.4 798 2659.4 800 2659.4 802 2659.4
804 2659.4 806 2659.4 808 2659.4 810 2659.4 812 2659.4
814 2659.3 816 2658.4 818 2658 820 2656.9 822 2655.8
824 2654.7 826 2653.6 828 2652.5 830 2652.3 832 2651.4
834 2651.4 836 2651.4 838 2651.4 840 2651.4 842 2651.4
844 2651.4 846 2651.4 848 2651.4 850 2651.4 852 2651.4
854 2651.4 856 2651.4 858 2651.4 860 2651.3 862 2651.3
864 2651.3 866 2651.3 868 2651.3 870 2651.3 872 2651.3
874 2651.3 876 2651.3 878 2651.3 880 2651.3 882 2651,3
884 2651.3 886 2651.3 888 2651.3 890 2651.3 892 2651.3
894 2651.3 896 2651.3 898 2651.3 900 2651.3 902 2651.3
904 2651.3 906 2651.3 908 2651.3 910 2651.3 912 2651.3
914 2651.3 916 2651.3 918 2651.3 920 2651.3 922 2651.2
924 2651.2 926 2651.2 928 2651.2 930 2651.2 932 2651.2
934 2651.2 936 2651.2 938 2651.2 940 2651.2 942 2651.2
944 2651.2 946 2651.2 948 2651.2 950 2651.2 952 2651.2
954 2651.2 956 2651.2 958 2651.2 960 2651.2 962 2651.2
964 2651.2 966 2651.2 968 2651.1 970 2651.1 972 2651.1
974 2651.1 976 2651.1 978 2651.1 980 2651.1 982 2651.1
984 2651.1 986 2651.1 988 2651.1 990 2651.1 992 2651.1
994 2651.1 996 2651.1 998 2651.1 1000 2651.1 1002 2651.1 1004 2651.1 1006 2651.1 1008 2651.1 1010 2651.1 1012 2651.1 1014 2651.1 1016 2651.1 1018 2651.1 1020 2651.1 1022 2651.1 1024 2651.1 1026 2651.1 1028 2651.1 1030 2651.1 1032 2651.1 1034 2651.1 1036 2651.1 1038 2651 1040 2651 1042 2651
1044 2651 1046 2651 1048 2651 1050 2651 1052 2651
1054 2651 1056 2651 1058 2651 1060 2651 1062 2651
1064 2651 1066 2651 1068 2651 1070 2651 1072 2651
1074 2651 1076 2651 1078 2651 1080 2651 1082 2651
1084 2651 1086 2651.3 1088 2651.9 1090 2652.6 1092 2653.5 1094 2654.4 1096 2655.3 1098 2656.2 1100 2657.2 1102 2658.1 1104 2658.6 1106 2658.9 1108 2658.9 1110 2658.9 1112 2658,9 1114 2658.9 1116 2658.9 1118 2658.9 1120 2658.9 1122 2658.9 1124 2658.9 1126 2658.9 1128 2658.9 1130 2658.9 1132 2658.9 1134 2658.9 1136 2658.8 1138 2658.8 1140 2658.8 1142 2658.8 1144 2658.8 1146 2658.8 1148 2658.8 1150 2658.8 1152 2658.8 1154 2658.8 1156 2658.8 1158 2658.8 1160 2658.8 1162 2658.8 1164 2658.8 1166 2658.8 1168 2658.8 1170 2658.8 1172 2658.8 Manning's n Values num= 3
Ste n Val Sta n Val Sta n Val
754 .03 754 .03 1172 .03

Page 1575 of 2775 ends

Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 754 1172 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2657.68 Element
Vel Head (ft) 2.13 Wt. n -Val.

W.S. Elev (ft) 2655.55 Reach Len. (ft)
Crit W.S. (ft) 2655.55 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008275 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 274.10 Top Width (ft)
Vel Total (ft/s) 11.71 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 4.55 Hydr. Depth (ft)
Conv. Total (cfs) 148734.7 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2651.00 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.41 Cum Volume (acre -ft)
C & E Loss (ft) 0.01 Cum SA (acres)
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1155.73
1155.73
13530.00
274.10

11.71 4.22
148734.7
275.95

2.16 25.33

62.69 15.76
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5100
INPUT
Description: 5100
Station Elevation Data num= 212
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
750 2658.4 752 2658.4 754 2658.4 756 2658.4 758 2658.4
760 2658.4 762 2658.4 764 2658.4 766 2658.4 768 2658.4
770 2658.4 772 2658.4 774 2658.4 776 2658.4 778 2658.3
780 2658.3 782 2658.3 784 2658.3 786 2658.3 788 2658.3
790 2658.3 792 2658.3 794 2658.3 796 2658.3 798 2658.3
800 2658.3 802 2658.3 804 2658.3 806 2658.3 808 2658
810 2657.8 812 2657.1 814 2656 816 2654.8 818 2653.7
820 2652.5 822 2651.3 824 2650.7 826 2650.3 828 2650.3
830 2650.3 832 2650.3 834 2650.3 836 2650.3 838 2650.3
840 2650.3 842 2650.3 844 2650.3 846 2650.2 848 2650.2
850 2650.2 852 2650.2 854 2650.2 856 2650.2 858 2650.2
860 2650.2 862 2650.2 864 2650.2 866 2650.2 868 2650.2
870 2650.2 872 2650.2 874 2650.2 876 2650.2 878 2650.2
880 2650.1 882 2650.1 884 2650.1 886 2650.1 888 2650.1
890 2650.1 892 2650.1 894 2650.1 896 2650.1 898 2650.1
900 2650.1 902 2650.1 904 2650.1 906 2650.1 908 2650.1
910 2650.1 912 2650.1 914 2650.1 916 2650.1 918 2650.1
920 2650.1 922 2650.1 924 2650.1 926 2650.1 928 2650
930 2650 932 2650 934 2650 936 2650 938 2650
940 2650 942 2650 944 2650 946 2650 948 2650
950 2650 952 2650 954 2650 956 2650 958 2650
960 2650 962 2650 964 2650 966 2650 968 2650
970 2650 972 2650 974 2650 976 2649.9 978 2649.9
980 2649.9 982 2649.9 984 2649.9 986 2649.9 988 2649.9
990 2649.9 992 2649.9 994 2649.9 996 2649.9 998 2649.9
1000 2649.9 1002 2649.9 1004 2649.9 1006 2649.9 1008 2649.9 1010 2649.9 1012 2649.9 1014 2649.9 1016 2649.9 1018 2649.9 1020 2649.9 1022 2649.9 1024 2649.9 1026 2649.9 1028 2649.9 1030 2649.9 1032 2649.9 1034 2649.9 1036 2649.9 1038 2649.9 1040 2649.9 1042 2649.8 1044 2649.8 1046 2649.8 1048 2649.8 1050 2649.8 1052 2649.8 1054 2649.8 1056 2649.8 1058 2649.8 1060 2649.8 1062 2649.8 1064 2649.8 1066 2649.8 1068 2649.8 1070 2649.8 1072 2649.8 1074 2649.8 1076 2649.8 1078 2649.8 1080 2649.8 1082 2649.8 1084 2649.8 1086 2650 1088 2650.3 1090 2651.1 1092 2652 1094 2653 1096 2653.9 1098 2654.9

Page 1576 of 2775 ends

1100 2655.8 1102 2656.7 1104 2657.3 1106 2657.5 1108 2657.7 1110 2657.7 1112 2657.7 1114 2657.7 1116 2657.7 1118 2657.7 1120 2657.7 1122 2657.7 1124 2657.7 1126 2657.7 1128 2657.7 1130 2657.7 1132 2657.7 1134 2657.7 1136 2657.7 1138 2657.7 1140 2657.7 1142 2657.6 1144 2657.6 1146 2657.6 1148 2657.6 1150 2657.6 1152 2657.6 1154 2657.6 1156 2657.6 1158 2657.6 1160 2657.6 1162 2657.6 1164 2657.6 1166 2657.6 1168 2657.6 1170 2657.6 1172 2657.6
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
750 .03 750 .03 1172 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 750 1172 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2656.40 Element

2.10 Wt. n -Val.
2654.30 Reach Len. (ft)
2654.30 Flow Area (sq ft)

0.008301 Area (sq ft)
13530.00 Flow (cfs)
279.89 Top Width (ft)

11.62 Avg. Vel. (ft/s)

4.50 Hydr. Depth (ft)
148503.5 Cony. (cfs)

50.00 Wetted Per. (ft)
2649.80 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.42 Cum Volume (acre -ft)

0.01 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1164.30
1164.30
13530.00
279.89

11.62 4.16
148503.5
281.75

2.14 24.89

61.36 15.44
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth.' This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5050
INPUT
Description: 5050
Station Elevation Data num= 216
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
744 2657.2 746 2657.2 748 2657.2 750 2657.2 752 2657.2
754 2657.2 756 2657.2 758 2657.2 760 2657.2 762 2657.2
764 2657.2 766 2657.2 768 2657.2 770 2657.2 772 2657.2
774 2657.2 776 2657.2 778 2657.2 780 2657.1 782 2657.1
784 2657.1 786 2657.1 788 2657.1 790 2657.1 792 2657.1
794 2657.1 796 2657.1 798 2657.1 800 2657.1 802 2657.1
804 2656.9 806 2656.3 808 2655.4 810 2654.5 812 2653.4
814 2652.2 816 2651.1 818 2650 820 2649.4 822 2649.1
824 2649.1 826 2649.1 828 2649.1 830 2649.1 832 2649.1
834 2649.1 836 2649 838 2649 840 2649 842 2649
844 2649 846 2649 848 2649 850 2649 852 2649
854 2649 856 2649 858 2649 860 2649 862 2649
864 2649 866 2649 868 2649 870 2649 872 2649
874 2649 876 2649 878 2648.9 880 2648.9 882 2648.9
884 2648.9 886 2648.9 888 2648.9 890 2648.9 892 2648.9
694 2648.9 896 2648.9 898 2648.9 900 2648.9 902 2648.9
904 2648.9 906 2648.9 908 2648.9 910 2648.9 912 2648.9
914 2648.9 916 2648.9 918 2648.9 920 2648.9 922 2648.8
924 2648.8 926 2648.8 928 2648.8 930 2648.8 932 2648.8
934 2648.8 936 2648.8 938 2648.8 940 2648.8 942 2648.8
944 2648.8 946 2648.8 948 2648.8 950 2648.8 952 2648.8
954 2648.8 956 2648.8 958 2648.8 960 2648.8 962 2648.8
964 2648.8 966 2648.8 968 2648.8 970 2648.8 972 2648.8

Page 1577 of 2775 ends

974 2648.8 976 2648.8 978 2648.8 980 2648.8 982 2648.7
984 2648.7 986 2648.7 988 2648.7 990 2648.7 992 2648.7
994 2648.7 996 2648.7 998 2648.7 1000 2648.7 1002 2648.7 1004 2648.7 1006 2648.7 1008 2648.7 1010 2648.7 1012 2648.7 1014 2648.7 1016 2648.7 1018 2648.7 1020 2648.7 1022 2648.7 1024 2648.7 1026 2648.7 1028 2648.7 1030 2648.7 1032 2648.7 1034 2648.7 1036 2648.7 1038 2648.7 1040 2648.7 1042 2648.7 1044 2648.7 1046 2648.7 1048 2648.7 1050 2648.7 1052 2648.7 1054 2648.7 1056 2648.7 1058 2648.7 1060 2648.7 1062 2648.7 1064 2648.7 1066 2648.7 1068 2648.7 1070 2648.7 1072 2648.7 1074 2648.7 1076 2648.7 1078 2648.7 1080 2648.7 1082 2648.7 1084 2648.7 1086 2648.7 1088 2649 1090 2649.3 1092 2650.1 1094 2651 1096 2651.9 1098 2652.9 1100 2653.8 1102 2654.7 1104 2655.6 1106 2655.9 1108 2656.5 1110 2656.5 1112 2656.5 1114 2656.5 1116 2656.5 1118 2656.5 1120 2656.5 1122 2656.5 1124 2656.5 1126 2656.5 1128 2656.5 1130 2656.5 1132 2656.5 1134 2656.5 1136 2656.5 1138 2656.5 1140 2656.5 1142 2656.5 1144 2656.5 1146 2656.5 1148 2656.5 1150 2656.5 1152 2656.5 1154 2656.5 1156 2656.5 1158 2656.5 1160 2656.5 1162 2656.5 1164 2656.5 1166 2656.5 1168 2656.5 1170 2656.5 1172 2656.5 1174 2656.5
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
744 .03 744 .03 1174 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 744 1174 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2655.12 Element

2.07 Wt. n -Val.
2653.05 Reach Len. (ft)
2653.05 Flow Area (sq ft)

0.008370 Area (sq ft)
13530.00 Flow (cfs)
285.75 Top Width (ft)

11.56 Avg. Vel. (ft/s)

4.35 Hydr. Depth (ft)
147891.5 Conv. (cfs)

50.00 Wetted Per. (ft)
2648.70 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.42 Cum Volume (acre -ft)

0.01 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1170.88
1170.88
13530.00
285.75

11.56 4.10
147891.5
287.52

2.13 24.59

60.02 15.12
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 5000
INPUT
Description: 5000
Station Elevation Data num= 217
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
740 2655.9 742 2655.9 744 2655.9 746 2655.9 748 2655.9
750 2655.9 752 2655.9 754 2655.9 756 2655.9 758 2655.9
760 2655.9 762 2655.9 764 2655.9 766 2655.9 768 2655.9
770 2655.9 772 2655.9 774 2655.9 776 2655.9 778 2655.9
780 2655.9 782 2655.9 784 2655.9 786 2655.9 788 2655.9
790 2655.9 792 2655.9 794 2655.9 796 2655.9 798 2655.8
800 2655.6 802 2654.9 804 2654.1 806 2653 808 2651.9
810 2650.8 812 2649.8 814 2648.7 816 2647.8 818 2647.8
820 2647.8 822 2647.8 824 2647.8 826 2647.8 828 2647.8
830 2647.8 832 2647.8 834 2647.8 836 2647.8 838 2647.8

Page 1578 of 2775 ends

840 2647.8 842 2647.8 844 2647.8 846 2647.8 846 2647.8
850 2647.8 852 2647.8 854 2647.8 856 2647.8 858 2647.7
860 2647.7 862 2647.7 864 2647.7 866 2647.7 868 2647.7
870 2647.7 872 2647.7 874 2647.7 876 2647.7 878 2647.7
880 2647.7 882 2647.7 884 2647.7 886, 2647.7 888 2647.7 890 2647.7 892 2647.7 894 2647.7 896" 2647.7 898 2647.7 900 2647.7 902 2647.7 904 2647.7 906 2647.7 908 2647.7
910 2647.7 912 2647.7 914 2647.6 916 2647.6 918 2647.6
920 2647.6 922 2647.6 924 2647.6 926 2647.6 928 2647.6
930 2647.6 932 2647.6 934 2647.6 936 2647.6 938 2647.6
940 2647.6 942 2647.6 944 2647.6 946 2647.6 948 2647.6
950 2647.6 952 2647.6 954 2647.6 956 2647.6 958 2647.6
960 2647.6 962 2647.6 964 2647.6 966 2647.6 968 2647.6
970 2647.6 972 2647.5 974 2647.5 976 2647.5 978 2647.5
980 2647.5 982 2647.5 984 2647.5 986 2647.5 988 2647.5
990 2647.5 992 2647.5 994 2647.5 996 2647.5 998 2647.5
1000 2647.5 1002 2647.5 1004 2647.5 1006 2647.5 1008 2647.5 1010 2647.≤ 1012 2647.5 1014 2647.5 1016 2647.5 1018 2647.5 1020 2647.5 1022 2647.5 1024 2647.5 1026 2647.5 1028 2647.5 1030 2647.5 1032 2647.5 1034 2647.5 1036 2647.5 1038 2647.5 1040 2647.5 1042 2647.5 1044 2647.5 1046 2647.5 1048 2647.5 1050 2647.5 1052 2647.5 1054 2647.5 1056 2647.5 1058 2647.5 1060 2647.5 1062 2647.5 1064 2647.5 1066 2647.5 1068 2647.5 1070 2647.5 1072 2647.5 1074 2647.5 1076 2647.5 1078 2647.5 1080 2647.5 1082 2647.5 1084 2647.5 1086 2647.5 1088 2647.5 1090 2647.7 1092 2646.5 1094 2649.4 1096 2650.3 1098 2651.2. 1100 2652.2 1102 2653.1 1104 2654 1106 2654.8 1108 2655 1110 2655.4 1112 2655.4 1114 2655.4 1116 2655.4 1118 2655.4 1120 2655.4 1122 2655.4 1124 2655.4 1126 2655.4 1128 2655.4 1130 2655.4 1132 2655.4 1134 2655.4 1136 2655.4 1138 2655.4 1140 2655.4 1142 2655.4 1144 2655.4 1146 2655.4 1148 2655.4 1150 2655.4 1152 2655.4 1154 2655.4 1156 2655.4 1158 2655.4 1160 2655.4 1162 2655.4 1164 2655.4 1166 2655.4 1168 2655.4 1170 2655.4 1172 2655.4
Manning's n Values
Sta n Val
740 .03
num= 3
Sta n Val Sta n Val
740 .03 1172 .03
Bank Sta: Left Right
740 1172
Lengths: Left Channel Right
50 50 50
CROSS SECTION CJTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2653.83

2.05 2651.78
2651.78

0.008383
13530.00
290.95

11.48 4.28
147777.7

50.00 2647.50

1.00 0.42

0.01 Element
Wt. n -Val.

50.00 Channel

0.030

50.00 1178.88
1178.88
13530.00
290.95

11.48 4.05
147777.7
292.80

2.11 24.18

58.67 14.79
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
INPUT
RIVER: 1
RS: 4950

Page 1579 of 2775 ends

Description: 4950
Station Elevation
Sta Elev
732 2654.7
742 2654.6
752 2654.6
762 2654.6
772 2654.6
782 2654.6
792 2654.6
802 2650.9
812 2646.7
822 2646.5
832 2646.5
842 2646.5
852 2646.5
862 2646.5
872 2646.5
882 2646.4
892 2646.4
902 2646.4
912 2646.4
922 2646.4
932 2646.4
942 2646.4
952 2646.3
962 2646.3
972 2646.3
982 2646.3
992 2646.3
1002 2646.3
1012 2646.3
1022 2646.3
1032 2646.3
1042 2646.3
1052 2646.3
1062 2646.3
1072 2646.3
1082 2646.3
1092 2647.3
1102 2651.8
1112 2654.3
1122 2654.3
1132 2654.3
1142 2654.3
1152 2654.3
1162 2654.3
1172 2654.3
Data num=
Sta Elev
734 2654.6
744 2654.6
754 2654.6
764 2654.6
774 2654.6
784 2654.6
794 2654.6
804 2649.9
814 2646.5
824 2646.5
834 2646.5
844 2646.5
854 2646.5
864 2646.5
874 2646.5
884 2646.4
894 2646.4
904 2646.4
914 2646.4
924 2646.4
934 2646.4
944 2646.4
954 2646.3
964 2646.3
974 2646.3
984 2646.3
994 2646.3
1004 2646.3
1014 2646.3
1024 2646.3
1034 2646.3
1044 2646.3
1054 2646.3
1064 2646.3
1074 2646.3
1084 2646.3
1094 2648.2
1104 2652.7
1114 2654.3
1124 2654.3
1134 2654.3
1144 2654.3
1154 2654.3
1164 2654.3
1174 2654.3
Manning's n Values num=
Sta n Val Sta n Val
732 .03 732 .03
Bank Sta: Left Right
732 1174

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
222
Sta
736
746
756
766
776
786
796
806
816
826
836
846
856
866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
1146
1156
1166
Elev
2654.6
2654.6
2654.6
2654.6
2654.6
2654.6
2654
2648.8
2646.5
2646.5
2646.5
2646.5
2646.5
2646.5
2646.5
2646.4
2646.4
2646.4
2646.4
2646.4
2646.4
2646.4
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2649.1
2653.3
2654.3
2654.3
2654.3
2654.3
2654.3
2654.3
3 Sta n Val
1174 .03
Sta
738
748
758
768
778
788
798
808
818
828
838
848
858
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
1148
1158
1168
Lengths: Left Channel Right
50 50 50
Profile #PF 1
2652.52

2.02 2650.50
2650.50

0.008399
13530.00
296.32

11.40 4.20
147633.3

50.00 2646.30

1.00 0.42

0.01 Elev
2654.6
2654.6
2654.6
2654.6
2654.6
2654.6
2653.1
2647.8
2646.5
2646.5
2646.5
2646.5
2646.5
2646.5
2646.5
2646.4
2646.4
2646.4
2646.4
2646.4
2646.4
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.4
2650
2654
2654.3
2654.3
2654.3
2654.3
2654.3
2654.3
Element
Wt. n -Val.

Elev
2654.6
2654.6
2654.6
2654.6
2654.6
2654.6
2652
2647
2646.5
2646.5
2646.5
2646.5
2646.5
2646.5
2646.4
2646.4
2646.4
2646.4
2646.4
2646.4
2646.4
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.3
2646.7
2650.9
2654.3
2654.3
2654.3
2654.3
2654.3
2654.3
2654.3
Expan.
.1 .3
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1186.48
1186.48
13530.00
296.32

11.40 4.00
147633.3
297.98

2.09 23.81

57.31 14.45

Page 1580 of 2775 ends

Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4900
INPUT
Description: 4900
Station Elevation Data num= 226
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
726 2653.4 728 2653.4 730 2653.4 732 2653.3 734 2653.3
736 2653.3 738 2653.3 740 2653.3 742 2653.3 744 2653.3
746 2653.3 748 2653.3 750 2653.3 752 2653.3 754 2653.3
756 2653.3 758 2653.3 760 2653.3 762 2653.3 764 2653.3
766 2653.3 768 2653.3 770 2653.3 772 2653.4 774 2653.4
776 2653.4 778 2653.4 780 2653.4 782 2653.4 784 2653.4
786 2653.4 788 2653.2 790 2652.4 792 2651.6 794 2650.5
796 2649.5 798 2648.5 800 2647.5 802 2646.6 804 2645.8
806 2645.7 808 2645.3 810 2645.3 812 2645.3 814 2645.3
816 2645.3 818 2645.3 820 2645.3 822 2645.3 824 2645.3
826 2645.2 828 2645.2 830 2645.2 832 2645.2 834 2645.2
836 2645.2 838 2645.2 840 2645.2 842 2645.2 844 2645.2
846 2645.2 848 2645.2 850 2645.2 852 2645.2 854 2645.2
856 2645.2 858 2645.2 860 2645.2 862 2645.2 864 2645.2
866 2645.2 868 2645.2 870 2645.2 872 2645.2 874 2645.2
876 2645.2 878 2645.2 880 2645.2 882 2645.1 884 2645.1
•886 2645.1 888 2645.1 890 2645.1 892 2645.1 894 2645.1 896 2645.1 898 2645.1 900 2645.1 902 2645.1 904 2645.1
906 2645.1 908 2645.1 910 2645.1 912 2645.1 914 2645.1
916 2645.1 918 2645.1 920 2645.1 922 2645.1 924 2645.1
926 2645.1 928 2645.1 930 2645.1 932 2645.1 934 2645.1
936 2645.1 938 2645.1 940 2645.1 942 2645.1 944 2645.1
946 2645.1 948 2645.1 950 2645.1 952 2645.1 954 2645.1
956 2645.1 958 2645.1 960 2645.1 962 2645.1 964 2645.1
966 2645.1 968 2645.1 970 2645.1 972 2645.1 974 2645.1
976 2645.1 978 2645.1 980 2645.1 982 2645.1 984 2645.1
986 2645.1 988 2645.1 990 2645.1 992 2645.1 994 2645.1
996 2645.1 998 2645.1 1000 2645.1 1002 2645.1 1004 2645.1 1006 2645.1 1008 2645.1 1010 2645.1 1012 2645.1 1014 2645.1 1016 2645.1 1018 2645.1 1020 2645.1 1022 2645.1 1024 2645.1 1026 2645.1 1028 2645.1 1030 2645.1 1032 2645.1 1034 2645.1 1036 2645.1 1038 2645.1 1040 2645.1 1042 2645.1 1044 2645.1 1046 2645.1 1048 2645.1 1050 2645.1 1052 2645.1 1054 2645.1 1056 2645.1 1058 2645.1 1060 2645.1 1062 2645.1 1064 2645.1 1066 2645.1 1068 2645.1 1070 2645.1 1072 2645.1 1074 2645.2 1076 2645.2 1078 2645.2 1080 2645.2 1082 2645.2 1084 2645.2 1086 2645.2 1088 2645.4 1090 2645.8 1092 2646.5 1094 2647.3 1096 2648.2 1098 2649.1 1100 2650 1102 2650.9 1104 2651.8 1106 2652.3 1108 2653 1110 2653.1 1112 2653.1 1114 2653.1 1116 2653.1 1118 2653.1 1120 2653.1 1122 2653.1 1124 2653.1 1126 2653.1 1128 2653.1 1130 2653.1 1132 2653.1 1134 2653.1 1136 2653.1 1138 2653.1 1140 2653.1 1142 2653.1 1144 2653.1 1146 2653.1 1148 2653.1 1150 2653.1 1152 2653.1 1154 2653.1 1156 2653.1 1158 2653.1 1160 2653.1 1162 2653.1 1164 2653.1 1166 2653.1 1168 2653.1 1170 2653.1 1172 2653.2 1174 2653.2 1176 2653.2
Manning's n Values num= 3
Sta n Val Ste n Val Sta n Val
726 .03 726 .03 1176 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 726 1176 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2651.22 Element
Left OB Channel Right OB

Page 1581 of 2775 ends

Vel Head (ft) 2.00 Wt. n -Val.

W.S. Elev (ft) 2649.22 Reach Len. (ft)
Crit W.S. (ft) 2649.22 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008449 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 301.71 Top Width (ft)
Vel Total (ft/s) 11.34 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 4.12 Hydr. Depth (ft)
Cony. Total (cfs) 147198.5 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2645.10 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.42 Cum Volume (acre -ft)
C & E Loss (ft) 0.01 Cum SA (acres)

50.00 0.030

50.00 1192.71
1192.71
13530.00
301.71

11.34 3.95
147198.5
303.24

2.07 23.53

55.95 14.11

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4850
INPUT
Description: 4850
Station Elevation Data num= 229
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
720 2652 722 2652 724 2652 726 2652 728 2652
730 2652 732 2652 734 2652 736 2652 738 2652
740 2652 742 2652 744 2652 746 2652 748 2652
750 2652 752 2652 754 2652 756 2652 758 2652
760 2652 762 2652 764 2652 766 2652 768 2652
770 2652 772 2652 774 2652 776 2652 778 2652
780 2652 782 2651.9 784 2651.3 786 2650.3 788 2649.3
790 2648.3 792 2647.3 794 2646.3 796 2645.4 798 2644.6
800 2644.2 802 2643.9 804 2643.9 806 2643.9 808 2643.9
810 2643.9 812 2643.9 814 2643.9 816 2643.9 818 2643.9
820 2643.9 822 2643.9 824 2643.9 826 2643.9 828 2643.9
830 2643.9 832 2643.9 834 2643.9 836 2643.9 838 2643.9
840 2643.9 842 2643.9 844 2643.9 846 2643.9 848 2643.9
850 2643.9 852 2643.9 854 2643.9 856 2643.9 858 2643.9
860 2643.9 862 2643.9 864 2643.9 866 2643.9 868 2643.9
870 2643.9 872 2643.9 874 2643.9 876 2643.9 878 2643.9
880 2643.9 882 2643.8 884 2643.8 886 2643.8 888 2643.8
890 2643.8 892 2643.8 894 2643.8 896 2643.8 898 2643.8
900 2643.8 902 2643.8 904 2643.8 906 2643.8 908 2643.8
910 2643.8 912 2643.8 914 2643.8 916 2643.8 918 2643.8
920 2643.8 922 2643.8 924 2643.8 926 2643.8 928 2643.8
930 2643.8 932 2643.8 934 2643.8 936 2643.8 938 2643.8
940 2643.8 942 2643.8 944 2643.8 946 2643.8 948 2643.8
950 2643.8 952 2643.8 954 2643.8 956 2643.8 958 2643.8
960 2643.8 962 2643.8 964 2643.8 966 2643.8 968 2643.8
970 2643.8 972 2643.8 974 2643.8 976 2643.8 978 2643.8
980 2643.8 982 2643.8 984 2643.8 986 2643.8 988 2643.8
990 2643.8 992 2643.8 994 2643.8 996 2643.8 998 2643.8
1000 2643.8 1002 2643.8 1004 2643.8 1006 2643.8 1008 2643.8 1010 2643.9 1012 2643.9 1014 2643.9 1016 2643.9 1018 2643.9 1020 2643.9 1022 2643.9 1024 2643.9 1026 2643.9 1028 2643.9 1030 2643.9 1032 2643.9 1034 2643.9 1036 2643.9 1038 2643.9 1040 2643.9 1042 2643.9 1044 2643.9 1046 2643.9 1048 2643.9 1050 2643.9 1052 2643.9 1054 2643.9 1056 2643.9 1058 2643.9 1060 2643.9 1062 2643.9 1064 2643.9 1066 2643.9 1068 2643.9 1070 2643.9 1072 2643.9 1074 2643.9 1076 2643.9 1078 2643.9 1080 2643.9 1082 2643.9 1084 2643.9 1086 2643.9 1088 2644 1090 2644.5 1092 2645.2 1094 2646 1096 2646.9 1098 2647.8 1100 2648.7 1102 2649.5 1104 2650.4 1106 2651.2 1108 2651.7 1110 2651.9 1112 2651.9 1114 2651.9 1116 2651.9 1118 2651.9 1120 2651.9 1122 2651.9 1124 2651.9 1126 2651.9 1128 2651.9 1130 2651.9 1132 2651.9 1134 2651.9 1136 2651.9 1138 2651.9

Page 1582 of 2775 ends

1140 2651.9
1150 2651.9
1160 2651.9
1170 2651.9
1142 2651.9
1152 2651.9
1162 2651.9
1172 2651.9
1144
1154
1164
1174
2651.9
2651.9
2651.9
2651.9
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
720 .03 720 .03 1176 .03
1146
1156
1166
1176
2651.9
2651.9
2651.9
2651.9
1148 2651.9
1158 2651.9
1168 2651.9
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 720 1176 31 31 31 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2649.85 Element
Vel Head (ft) 1.97 Wt. n -Val.

W.S. Elev (ft) 2647.88 Reach Len. (ft)
Crit W.S. (ft) 2647.88 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008470 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 307.35 Top Width (ft)
Vel Total (ft/s) 11.27 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 4.08 Hydr. Depth (ft)
Corm. Total (cfs) 147009.1 Conv. (cfs)
Length Wtd. (ft) 31.00 Wetted Per. (ft)
Min Ch El (ft) 2643.80 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.26 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

31.00 31.00 31.00
1200.60
1200.60
13530.00
307.35

11.27 3.91
147009.1
308.88

2.06 23.16

54.57 13.76
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4818
INPUT
Description: 4818
Station Elevation Data num= 229
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
718 2651.1 720 2651.1 722 2651.1 724 2651.1 726 2651.1
728 2651.1 730 2651.1 732 2651.1 734 2651.1 736 2651.1
738 2651.1 740 2651.1 742 2651.1 744 2651.1 746 2651.1
748 2651.1 750 2651.1 752 2651.1 754 2651.1 756 2651.1
758 2651.1 760 2651.1 762 2651.1 764 2651.1 766 2651.1
768 2651.1 770 2651.1 772 2651.1 774 2651.1 776 2651.1
776 2650.9 780 2650.3 782 2649.5 784 2648.6 786 2647.6
788 2646.6 790 2645.6 792 2644.6 794 2643.6 796 2643.1
798 2643.1 800 2643.1 802 2643.1 804 2643.1 806 2643.1
808 2643.1 810 2643.1 812 2643.1 814 2643.1 816 2643.1
818 2643.1 820 2643.1 822 2643.1 824 2643.1 826 2643.1
828 2643.1 830 2643.1 832 2643.1 834 2643.1 836 2643.1
838 2643.1 840 2643.1 842 2643.1 844 2643.1 846 2643.1
848 2643.1 850 2643.1 852 2643.1 854 2643.1 856 2643.1
858 2643.1 860 2643.1 862 2643.1 864 2643 866 2643
868 2643 870 2643 872 2643 874 2643 876 2643
878 2643 880 2643 882 2643 884 2643 886 2643
888 2643 890 2643 892 2643 894 2643 896 2643
898 2643 900 2643 902 2643 904 2643 906 2643
908 2643 910 2643 912 2643 914 2643 916 2643
918 2643 920 2643 922 2643 924 2643 926 2643
928 2643 930 2643 932 2643 934 2643 936 2643
938 2643 940 2643 942 2643 944 2643 946 2643
948 2643 950 2643 952 2643 954 2643 956 2643
958 2643 960 2643 962 2643 964 2643 966 2643
968 2643 970 2643 972 2643 974 2643 976 2643
978 2643 980 2643 982 2643 984 2643 986 2643.1
988 2643.1 990 2643.1 992 2643.1 994 2643.1 996 2643.1
998 2643.1 1000 2643.1 1002 2643.1 1004 2643.1 1006 2643.1

Page 1583 of 2775 ends

1008 2643.1 1010 2643.1 1012 2643.1 1014 2643.1 1016 2643.1 1018 2643.1 1020 2643.1 1022 2643.1 1024 2643.1 1026 2643.1 1028 2643.1 1030 2643.1 1032 2643.1 1034 2643.1 1036 2643.1 1038 2643.1 1040 2643.1 1042 2643.1 1044 2643.1 1046 2643.1 1048 2643.1 1050 2643.1 1052 2643.1 1054 2643.1 1056 2643.1 1058 2643.1 1060 2643.1 1062 2643.1 1064 2643.1 1066 2643.1 1068 2643.1 1070 2643.1 1072 2643.1 1074 2643.1 1076 2643.1 1078 2643.1 1080 2643.1 1082 2643.1 1084 2643.1 1086 2643.2 1088 2643.4 1090 2643.8 1092 2644.5 1094 2645.3 1096 2646.2 1098 2647.1 1100 2647.9 1102 2648.8 1104 2649.7 1106 2650.5 1108 2650.8 1110 2651.1 1112 2651.1 1114 2651.1 1116 2651.1 1118 2651.1 1120 2651.1 1122 2651.1 1124 2651.1 1126 2651.1 1128 2651.1 1130 2651.1 1132 2651.1 1134 2651.1 1136 2651.1 1138 2651.1 1140 2651.1 1142 2651.1 1144 2651.1 1146 2651.1 1148 2651.1 1150 2651.1 1152 2651.1 1154 2651.1 1156 2651.2 1158 2651.2 1160 2651.2 1162 2651.2 1164 2651.2 1166 2651.2 1168 2651.2 1170 2651.2 1172 2651.2 1174 2651.2
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
718 .03 718 .03 1174 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 718 1174 18 18 18 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2649.01 Element

1.96 Wt. n -Val.
2647.05 Reach Len. (ft)
2647.05 Flow Area (sq ft)

0.008502 Area (sq ft)
13530.00 Flow (cfs)
310.79 Top Width (ft)

11.23 Avg. Vel. (ft/s)

4.05 Hydr. Depth (ft)
146734.4 Conv. (cfs)

18.00 Wetted Per. (ft)
2643.00 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.15 Cum volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

18.00 18.00 18.00
1204.65
1204.65
13530.00
310.79

11.23 3.88
146734.4
312.37

2.05 22.99

53.72 13.54
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4800
INPUT
Description: 4800
Station Elevation Data num= 231
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
714 2650.6 716 2650.6 718 2650.6 720 2650.6 722 2650.6
724 2650.6 726 2650.6 728 2650.6 730 2650.6 732 2650.6
734 2650.6 736 2650.6 738 2650.6 740 2650.6 742 2650.6
744 2650.6 746 2650.6 748 2650.6 750 2650.6 752 2650.6
754 2650.6 756 2650.6 758 2650.6 760 2650.6 762 2650.6
764 2650.6 766 2650.6 768 2650.6 770 2650.6 772 2650.7
774 2650.6 776 2650.4 778 2650 780 2649 782 2648
784 2647 786 2646 788 2645 790 2644 792 2643.2
794 2642.8 796 2642.6 798 2642.6 800 2642.6 802 2642.6
804 2642.6 806 2642.6 808 2642.6 810 2642.6 812 2642.6
814 2642.6 816 2642.6 818 2642.6 820 2642.6 822 2642.6
824 2642.6 826 2642.6 828 2642.6 830 2642.6 832 2642.6
834 2642.6 836 2642.6 838 2642.6 840 2642.6 842 2642.6
844 2642.6 846 2642.6 848 2642.6 850 2642.6 852 2642.6
854 2642.6 856 2642.6 858 2642.6 860 2642.6 862 2642.6
864 2642.6 866 2642.6 868 2642.6 870 2642.6 872 2642.6

Page 1584 of 2775 ends

874 2642.6 876 2642.6 878 2642.6 880 2642.6 882 2642.6
884 2642.6 886 2642.6 888 2642.6 890 2642.6 892 2642.6
894 2642.6 896 2642.6 898 2642.6 900 2642.6 902 2642.6
904 2642.6 906 2642.6 908 2642.6 910 2642.6 912 2642.6
914 2642.6 916 2642.6 918 2642.6 920 2642.6 922 2642.6
924 2642.6 926 2642.6 928 2642.6 930 2642.6 932 2642.6
934 2642.6 936 2642.6 938 2642.6 940 2642.6 942 2642.6
944 2642.6 946 2642.6 948 2642.6 950 2642.6 952 2642.6
954 2642.6 956 2642.6 958 2642.6 960 2642.6 962 2642.6
964 2642.6 966 2642.6 968 2642.6 970 2642.6 972 2642.6
974 2642.6 976 2642.6 978 2642.6 980 2642.6 982 2642.6
984 2642.6 986 2642.6 988 2642.6 990 2642.6 992 2642.6
994 2642.6 996 2642.6 998 2642.6 1000 2642.6 1002 2642.6 1004 2642.6 1006 2642.6 1008 2642.6 1010 2642.6 1012 2642.6 1014 2642.6 1016 2642.6 1018 2642.6 1020 2642.6 1022 2642.6 1024 2642.6 1026 2642.6 1028 2642.6 1030 2642.6 1032 2642.6 1034 2642.6 1036 2642.6 1038 2642.6 1040 2642.6 1042 2642.6 1044 2642.6 1046 2642.6 1048 2642.6 1050 2642.6 1052 2642.6 1054 2642.6 1056 2642.6 1058 2642.6 1060 2642.6 1062 2642.6 1064 2642.6 1066 2642.6 1068 2642.6 1070 2642.6 1072 2642.6 1074 2642.6 1076 2642.6 1078 2642.6 1080 2642.6 1082 2642.6 1084 2642.6 1086 2642.7 1088 2642.9 1090 2643.5 1092 2644.1 1094 2644.9 1096 2645.8 1098 2646.7 1100 2647.5 1102 2648.4 1104 2649.3 1106 2650 1108 2650.2 1110 2650.6 1112 2650.6 1114 2650.6 1116 2650.6 1118 2650.6 1120 2650.6 1122 2650.6 1124 2650.6 1126 2650.6 1128 2650.6 1130 2650.6 1132 2650.6 1134 2650.6 1136 2650.6 1138 2650.6 1140 2650.6 1142 2650.6 1144 2650.6 1146 2650.7 1148 2650.7 1150 2650.7 1152 2650.7 1154 2650.7 1156 2650.7 1158 2650.7 1160 2650.7 1162 2650.7 1164 2650.7 1166 2650.7 1168 2650.7 1170 2650.7 1172 2650.7 1174 2650.7
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
714 .03 714 .03 1174 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 714 1174 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2648.53 Element

1.95 Wt. n -Val.
2646.58 Reach Len. (ft)
2646.58 Flow Area (sq ft)

0.008498 Area (sq ft)
13530.00 Flow (cfs)
312.88 Top Width (ft)

11.20 Avg. Vel. (ft/s)

3.98 Hydr. Depth (ft)
146773.4 Cony. (cfs)

50.00 Wetted Per. (ft)
2642.60 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.43 Cum Volume (acre -ft)

0.01 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1207.97
1207.97
13530.00
312.88

11.20 3.86
146773.4
314.40

2.04 22.83

53.22 13.41
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4750
INPUT
Description: 4750
Station Elevation Data num= 233
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev

Page 1585 of 2775 ends

710
720
730
740
750
760
770
780
790
800
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
2649.3
2649.3
2649.3
2649.3
2649.3
2649.3
2649.1
2644.7
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2642.2
2646.5
2649.3
2649.3
2649.3
2649.3
2649.3
2649.3
2649.4
Manning's n Values
Sta n Val
710 .03
Bank Sta: Left
710
712
722
732
742
752
762
772
782
792
802
812
822
832
842
852
862
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
1152
1162
1172
2649.3
2649.3
2649.3
2649.3
2649.3
2649.3
2648.6
2643.7
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641,3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2643
2647.3
2649.3
2649.3
2649.3
2649.3
2649.3
2649.3
2649.4
num=
Sta n Val
710 .03
714 2649.3
724 2649.3
734 2649.3
744 2649.3
754 2649.3
764 2649.4
774 2647.8
784 2642.7
794 2641.3
804 2641.3
814 2641.3
824 2641.3
834 2641.3
844 2641.3
854 2641.3
864 2641.3
874 2641.3
884 2641.3
894 2641.3
904 2641.3
914 2641.3
924 2641.3
934 2641.3
944 2641.3
954 2641.3
964 2641.3
974 2641.3
984 2641.3
994 2641.3
1004 2641.3
1014 2641.3
1024 2641.3
1034 2641.3
1044 2641.3
1054 2641.3
1064 2641.3
1074 2641.3
1084 2641.3
1094 2643.9
1104 2648.2
1114 2649.3
1124 2649.3
1134 2649.3
1144 2649.3
1154 2649.3
1164 2649.3
1174 2649.4
3 Sta n Val
1174 .03
716
726
736
746
756
766
776
786
796
806
816
826
836
846
856
866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
1146
1156
1166
Right Lengths: Left Channel Right
1174 50 50 50

1.93 2645.23
2645.23

0.008541
13530.00
318.14

11.14 3.93
146402.4

50.00 2641.30

1.00 0.43

0.01 2649.3
2649.3
2649.3
2649.3
2649.3
2649.4
2646.8
2642
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.4
2644.7
2648.6
2649.3
2649.3
2649.3
2649.3
2649.3
2649.3
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
718
728
738
748
758
768
778
788
798
808
818
828
838
848
858
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
1148
1158
1168
2649.3
2649.3
2649.3
2649.3
2649.3
2649.2
2645.8
2641.4
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.3
2641.9
2645.6
2649.2
2649.3
2649.3
2649.3
2649.3
2649.3
2649.4
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1214.16
1214.16
13530.00
318.14

11.14 3.82
146402.4
319.65

2.03 22.57

51.83 13.05

Page 1586 of 2775 ends

Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4700
INPUT
Description: 4700
Station Elevation Data num= 236
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
704 2648 706 2648 708 2648 710 2648 712 2648
714 2648 716 2648 718 2648 720 2648 722 2648
724 2648 726 2648 728 2648 730 2648 732 2648
734 2648 736 2648 738 2648 740 2648 742 2648
744 2648 746 2648 748 2648 750 2648 752 2648
754 2648 756 2648.1 758 2648.1 760 2648.1 762 2648
764 2647.8 766 2647.3 768 2646.4 770 2645.6 772 2644.6
774 2643.6 776 2642.6 778 2641.6 780 2640.6 782 2640.4
784 2640 786 2640 788 2640 790 2640 792 2640
794 2640 796 2640 798 2640 800 2640 802 2640
804 2640 806 2640 808 2640 810 2640 812 2640
814 2640 816 2640 818 2640 820 2640 822 2640
824 2640 826 2640 828 2640 830 2640 832 2640
834 2640 836 2640 838 2640 840 2640 842 2640
844 2640 846 2640 848 2640 850 2640 852 2640
854 2640 856 2640 858 2640 860 2640 862 2640
864 2640 866 2640 868 2640 870 2640 872 2640
874 2640 876 2640 878 2640 880 2640 882 2640
884 2640 886 2640 888 2640 890 2640 892 2640
894 2640 896 2640 898 2640 900 2640 902 2640
904 2640 906 2640 908 2640 910 2640 912 2640
914 2640 916 2640 918 2640 920 2640 922 2640
924 2640 926 2640 928 2640 930 2640 932 2640
934 2640 936 2640 938 2640 940 2640 942 2640
944 2640 946 2640 948 2640 950 2640 952 2640
954 2640 956 2640 958 2640 960 2640 962 2640
964 2640 966 2640 968 2640 970 2640 972 2640
974 2640 976 2640 978 2640 980 2640 982 2640
984 2640 986 2640 988 2640 990 2640 992 2640
994 2640 996 2640 998 2640 1000 2640 1002 2640
1004 2640 1006 264C 1008 2640 1010 2640 1012 2640
1014 2640 1016 2640 1018 2640 1020 2640 1022 2640
1024 2640 1026 2640 1028 2640 1030 2640 1032 2640
1034 2640 1036 2640 1038 2640 1040 2640 1042 2640
1044 2640 1046 2640 1048 2640 1050 2640 1052 2640
1054 2640 1056 2640 1058 2640 1060 2640 1062 2640
1064 2640 1066 2640 1068 2640 1070 2640 1072 2640
1074 2640 1076 2640 1078 2640 1080 2640 1082 2640
1084 2640 1086 2640.3 1088 2640.5 1090 2641.2 1092 2642 1094 2642.8 1096 2643.7 1098 2644.5 1100 2645.4 1102 2646.2 1104 2646.8 1106 2647.6 1108 2647.9 1110 2648 1112 2648 1114 2648 1116 2648 1118 2648 1120 2648 1122 2648
1124 2648 1126 2648 1128 2648 1130 2648 1132 2648
1134 2648 1136 2648 1138 2648 1140 2648 1142 2648
1144 2648 1146 2648 1148 2648 1150 2648 1152 2648
1154 2648 1156 2648 1158 2648 1160 2648 1162 2648
1164 2648 1166 2648 1168 2648 1170 2648 1172 2648
1174 2648
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
704 .03 704 .03 1174 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 704 1174 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1

Page 1587 of 2775 ends

E.G. Elev (ft) 2645.80 Element
Vel Head (ft) 1.91 Wt. n -Val.

W.S. Elev (ft) 2643.89 Reach Len. (ft)
Crit W.S. (ft) 2643.89 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008544 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 323.06 Top Width (ft)
Vel Total (ft/s) 11.08 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 3.89 Hydr. Depth (ft)
Cony. Total (cfs) 146373.3 Cony. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2640.00 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.43 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1221.45
1221.45
13530.00
323.06

11.08 3.78
146373.3
324.57

2.01 22.24

50.43 12.68
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4650
INPUT
Description: 4650
Station Elevation Data num= 235
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
704 2646.7 706 2646.7 708 2646.7 710 2646.7 712 2646.7
714 2646.7 716 2646.7 718 2646.7 720 2646.7 722 2646.7
724 2646.7 726 2646.7 728 2646.7 730 2646.7 732 2646.7
734 2646.7 736 2646.7 738 2646.7 740 2646.7 742 2646.7
744 2646.7 746 2646.7 748 2646.7 750 2646.7 752 2646.7
754 2646.8 756 2646.8 756 2646.7 760 2646.6 762 2646.1
764 2645.4 766 2644.5 768 2643.5 770 2642.6 772 2641.6
774 2640.7 776 2639.8 778 2639.2 780 2639 782 2638.7
784 2638.7 786 2638.7 788 2638.7 790 2638.7 792 2638.7
794 2638.7 796 2638.7 798 2638.7 800 2638.7 802 2638.7
804 2638.7 806 2638.7 808 2638.7 810 2638.7 812 2636.7
814 2638.7 816 2638.7 818 2638.7 820 2638.7 822 2638.7
824 2638.7 826 2638.7 828 2638.7 830 2638.7 832 2638.7
834 2638.7 836 2638.7 838 2638.7 840 2638.7 842 2638.7
844 2638.7 846 2638.7 848 2638.7 850 2638.7 852 2638.7
854 2638.7 856 2638.7 858 2638.7 860 2638.7 862 2638.7
864 2638.7 866 2638.7 868 2638.7 870 2638.7 872 2638.7
874 2638.7 876 2638.7 878 2638.7 880 2638.7 882 2638.7
884 2638.7 886 2638.7 888 2636.7 890 2638.7 892 2638.7
894 2638.7 896 2638.7 898 2638.7 900 2638.7 902 2638.7
904 2638.7 906 2638.7 908 2638.7 910 2638.7 912 2638.7
914 2638.7 916 2638.7 918 2638.7 920 2638.7 922 2638.7
924 2638.7 926 2638.7 928 2638.7 930 2638.7 932 2638.7
934 2638.7 936 2638.7 938 2638.7 940 2638.7 942 2638.7
944 2638.7 946 2638.7 948 2638.7 950 2638.7 952 2638.7
954 2638.7 956 2638.7 958 2638.7 960 2638.7 962 2638.7
964 2638.7 966 2638.7 968 2638.7 970 2638.7 972 2638.7
974 2638.7 976 2638.7 978 2636.7 980 2638.7 982 2638.7
984 2638.7 986 2638.7 988 2638.7 990 2638.7 992 2638.7
994 2638.7 996 2638.7 998 2638.7 1000 2638.7 1002 2638.7 1004 2638.7 1006 2638.7 1008 2638.7 1010 2638.7 1012 2638.7 1014 2638.7 1016 2638.7 1018 2638.7 1020 2638.7 1022 2638.7 1024 2638.7 1026 2638.7 1028 2638.7 1030 2638.7 1032 2638.7 1034 2638.7 1036 2638.7 1038 2638.7 1040 2638.7 1042 2638.7 1044 2638.7 1046 2638.7 1048 2638.7 1050 2638.7 1052 2638.7 1054 2638.7 1056 2638.7 1058 2638.7 1060 2638.7 1062 2638.7 1064 2638.7 1066 2638.7 1068 2638.7 1070 2636.7 1072 2638.7 1074 2638.7 1076 2638.7 1078 2638.7 1080 2638.7 1082 2638.7 1084 2638.9 1086 2639 1088 2639.4 1090 2640 1092 2640.8 1094 2641.7 1096 2642.5 1098 2643.4 1100 2644.2 1102 2645.1 1104 2645.9 1106 2646.5 1108 2646.7 1110 2646.7 1112 2646.7

Page 1588 of 2775 ends

1114 2646.7 1116 2646.7 1118 2646.7 1120 2646.7 1122 2646.7 1124 2646.7 1126 2646.7 1128 2646.7 1130 2646.7 1132 2646.7 1134 2646.7 1136 2646.7 1138 2646.7 1140 2646.7 1142 2646.7 1144 2646.7 1146 2646.7 1148 2646.7 1150 2646.7 1152 2646.7 1154 2646.7 1156 2646.7 1158 2646.7 1160 2646.7 1162 2646.7 1164 2646.7 1166 2646.7 1168 2646.7 1170 2646.7 1172 2646.7 Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
704 .03 704 .03 1172 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 704 1172 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2644.46 Element
Vel Head (ft) 1.90 Wt. n -Val.

W.S. Elev (ft) 2642.57 Reach Len. (ft)
Crit W.S. (ft) 2642.57 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008572 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 326.09 Top Width (ft)
Vel Total (ft/s) 11:05 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 3.87 Hydr. Depth (ft)
Conv. Total (cfs) 146131.8 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2638.70 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.43 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1224.61
1224.61
13530.00
326.09

11.05 3.76
146131.8
327.48

2.00 22.11

49.03 12.31
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4600
INPUT
Description: 4600
Station Elevation Data num= 239
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
698 2645.4 700 2645.4 702 2645.4 704 2645.4 706 2645.4
708 2645.4 710 2645.4 712 2645.4 714 2645.4 716 2645.4
718 2645.4 720 2645.4 722 2645.4 724 2645.4 726 2645.4
728 2645.4 730 2645.4 732 2645.4 734 2645.4 736 2645.4
738 2645.4 740 2645.4 742 2645.4 744 2645.4 746 2645.4
748 2645.4 750 2645.5 752 2645.5 754 2645.5 756 2645.4
758 2645 760 2644.2 762 2643.4 764 2642.5 766 2641.6
768 2640.7 770 2639.8 772 2638.8 774 2637.9 776 2637.6
778 2637.5 780 2637.4 782 2637.4 784 2637.4 786 2637.4
788 2637.4 790 2637.4 792 2637.4 794 2637.4 796 2637.4
798 2637.4 800 2637.4 802 2637.4 804 2637.4 806 2637.4
808 2637.4 810 2637.4 812 2637.4 814 2637.4 816 2637.4
818 2637.4 820 2637.4 822 2637.4 824 2637.4 826 2637.4
828 2637.4 830 2637.4 832 2637.4 834 2637.4 836 2637.4
838 2637.4 840 2637.4 842 2637.4 844 2637.4 846 2637.4
848 2637.4 850 2637.4 852 2637.4 854 2637.4 856 2637.4
858 2637.4 860 2637.4 862 2637.4 864 2637.4 866 2637.4
868 2637.4 870 2637.4 872 2637.4 874 2637.4 876 2637.4
878 2637.4 880 2637.4 882 2637.4 884 2637.4 886 2637.4
888 2637.4 890 2637.4 892 2637.4 894 2637.4 896 2637.4
898 2637.4 900 2637.4 902 2637.4 904 2637.4 906 2637.4
908 2637.4 910 2637.4 912 2637.4 914 2637.4 916 2637.4
918 2637.4 920 2637.4 922 2637.4 924 2637.4 926 2637.4
928 2637.4 930 2637.4 932 2637.4 934 2637.4 936 2637.4
938 2637.4 940 2637.4 942 2637.4 944 2637.4 946 2637.4

Page 1589 of 2775 ends

948 2637.4 950 2637.4 952 2637.4 954 2637.4 956 2637.4
958 2637.4 960 2637.4 962 2637.4 964 2637.4 966 2637.4
968 2637.4 970 2637.4 972 2637.4 974 2637.4 976 2637.4
978 2637.4 980 2637.4 982 2637.4 984 2637.4 986 2637.4
988 2637.4 990 2637.4 992 2637.4 994 2637.4 996 2637.4
998 2637.4 1000 2637.4 1002 2637.4 1004 2637.4 1006 2637.4 1008 2637.4 1010 2637.4 1012 2637.4 1014 2637.4 1016 2637.4 1018 2637.4 1020 2637.4 1022 2637.4 1024 2637.4 1026 2637.4 1028 2637.4 1030 2637.4 1032 2637.4 1034 2637.4 1036 2637.4 1038 2637.4 1040 2637.4 1042 2637.4 1044 2637.4 1046 2637.4 1048 2637.4 1050 2637.4 1052 2637.4 1054 2637.4 1056 2637.4 1058 2637.4 1060 2637.4 1062 2637.4 1064 2637.4 1066 2637.4 1068 2637.4 1070 2637.4 1072 2637.4 1074 2637.4 1076 2637.4 1078 2637.4 1080 2637.4 1082 2637.4 1084 2637.4 1086 2637.6 1088 2638.2 1090 2638.9 1092 2639.7 1094 2640.5 1096 2641.4 1098 2642.2 1100 2643 1102 2643.9 1104 2644.7 1106 2645.1 1108 2645.3 1110 2645.4 1112 2645.4 1114 2645.4 1116 2645.4 1118 2645.4 1120 2645.4 1122 2645.4 1124 2645.4 1126 2645.4 1128 2645.4 1130 2645.4 1132 2645.4 1134 2645.4 1136 2645.4 1138 2645.4 1140 2645.4 1142 2645.4 1144 2645.4 1146 2645.4 1148 2645.4 1150 2645.4 1152 2645.4 1154 2645.4 1156 2645.4 1158 2645.4 1160 2645.4 1162 2645.4 1164 2645.4 1166 2645.4 1168 2645.4 1170 2645.4 1172 2645.4 1174 2645.4
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
698 .03 698 .03 1174 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 698 1174 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2643.13 Element
Vel Head (ft) 1.88 Wt. n -Val.

W.S. Elev (ft) 2641.24 Reach Len. (ft)
Crit W.S. (ft) 2641.24 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008588 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 328.85 Top Width (ft)
Vel Total (ft/s) 11.02 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 3.84 Hydr. Depth (ft)
Conv. Total (cfs) 146001.8 Cony. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2637.40 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.43 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1228.16
1228.16
13530.00
328.85

11.02 3.73
146001.8
330.30

1.99 21.96

47.62 11.93
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth This indicates
that there is not a valid subcritical answer. The program defaulted to -critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4550
INPUT
Description: 4550
Station Elevation Data num= 240
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
696 2644.1 698 2644.1 700 2644.1 702 2644.1 704 2644.1
706 2644.1 708 2644.1 710 2644.1 712 2644.1 714 2644.1
716 2644.1 718 2644.1 720 2644.1 722 2644.1 724 2644.1
726 2644.1 728 2644.1 730 2644.1 732 2644.1 734 2644.1
736 2644.1 738 2644.1 740 2644.1 742 2644.1 744 2644.1
746 2644.1 748 2644.1 750 2644.2 752 2644.1 754 2643.9
756 2643.2 758 2642.4 760 2641.5 762 2640.6 764 2639.7
766 2638.8 768 2637.9 770 2637.1 772 2636.4 774 2636.1

Page 1590 of 2775 ends

776 2636.1 778 2636.1 780 2636.1 782 2636.1 784 2636.1
786 2636.1 788 2636.1 790 2636.1 792 2636.1 794 2636.1
796 2636.1 798 2636.1 800 2636.1 802 2636.1 804 2636.1
806 2636.1 808 2636.1 810 2636.1 812 2636.1 814 2636.1
816 2636.1 818 2636.1 820 2636.1 822 2636.1 824 2636.1
826 2636.1 828 2636.1 830 2636.1 832 2636.1 834 2636.1
836 2636.1 838 2636.1 840 2636.1 842 2636.1 844 2636.1
846 2636.1 848 2636.1 850 2636.1 852 2636.1 854 2636.1
856 2636.1 858 2636.1 860 2636.1 862 2636.1 864 2636.1
866 2636.1 868 2636.1 870 2636.1 872 2636.1 874 2636.1
876 2636.1 878 2636.1 880 2636.1 882 2636.1 884 2636.1
886 2636.1 888 2636.1 890 2636.1 892 2636.1 894 2636.1
896 2636.1 898 2636.1 900 2636.1 902 2636.1 904 2636.1
906 2636.1 908 2636.1 910 2636.1 912 2636.1 914 2636.1
916 2636.1 918 2636.1 920 2636.1 922 2636.1 924 2636.1
926 2636.1 928 2636.1 930 2636.1 932 2636.1 934 2636.1
936 2636.1 938 2636.1 940 2636.1 942 2636.1 944 2636.1
946 2636.1 948 2636.1 950 2636.1 952 2636.1 954 2636.1
956 2636.1 958 2636.1 960 2636.1 962 2636.1 964 2636.1
966 2636.1 968 2636.1 970 2636.1 972 2636.1 974 2636.1
976 2636.1 978 2636.1 980 2636.1 982 2636.1 984 2636.1
986 2636.1 988 2636.1 990 2636.1 992 2636.1 994 2636.1
996 2636.1 998 2636.1 1000 2636.1 1002 2636.1 1004 2636.1 1006 2636.1 1008 2636.1 1010 2636.1 1012 2636.1 1014 2636.1 1016 2636.1 1018 2636.1 1020 2636.1 1022 2636.1 1024 2636.1 1026 2636.1 1028 2636.1 1030 2636.1 1032 2636.1 1034 2636.1 1036 2636.1 1038 2636.1 1040 2636.1 1042 2636.1 1044 2636.1 1046 2636.1 1048 2636.1 1050 2636.1 1052 2636.1 1054 2636.1 1056 2636.1 1058 2636.1 1060 2636.1 1062 2636.1 1064 2636.1 1066 2636.1 1068 2636.1 1070 2636.1 1072 2636.1 1074 2636.1 1076 2636.1 1078 2636.1 1080 2636.1 1082 2636.1 1084 2636.2 1086 2636.6 1088 2637.1 1090 2637.7 1092 2638.6 1094 2639.4 1096 2640.2 1098 2641.1 1100 2641.9 1102 2642.7 1104 2643.3 1106 2643.7 1108 2644.1 1110 2644.1 1112 2644.1 1114 2644.1 1116 2644.1 1118 2644.1 1120 2644.1 1122 2644.1 1124 2644.1 1126 2644.1 1128 2644.1 1130 2644.1 1132 2644.1 1134 2644.1 1136 2644.1 1138 2644.1 1140 2644.1 1142 2644.1 1144 2644.1 1146 2644.1 1148 2644.1 1150 2644.1 1152 2644.1 1154 2644.1 1156 2644.1 1158 2644.1 1160 2644.1 1162 2644.1 1164 2644.1 1166 2644.1 1168 2644.1 1170 2644.1 1172 2644.1 1174 2644.2 Manning's n Values num= 3
Ste n Val Sta n Val Sta n Val
696 .03 696 .03 1174 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 696 1174 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2641.80 Element

1.87 Wt. n -Val.
2639.92 Reach Len. (ft)
2639.92 Flow Area (sq ft)

0.008610 Area (sq ft)
13530.00 Flow (cfs)
331.79 Top Width (ft)

10.99 Avg. Vel. (ft/s)

3.82 Hydr. Depth (ft)
145811.5 Cony. (cfs)

50.00 Wetted Per. (ft)
2636.10 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.43 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1231.44
1231.44
13530.00
331.79

10.99 3.71
145811.5
333.16

1.99 21.83

46.21 11.55
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates

Page 1591 of 2775 ends

that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
INPUT
Description: 4500
Station Elevation
Sta Elev
692 2642.8
702 2642.8
712 2642.8
722 2642.8
732 2642.8
742 2642.8
752 2642.1
762 2638
772 2634.8
782 2634.8
792 2634.8
802 2634.8
812 2634.8
822 2634.8
832 2634.8
842 2634.8
852 2634.8
862 2634.8
872 2634.8
882 2634.8
892 2634.8
902 2634.8
912 2634.8
922 2634.8
932 2634.8
942 2634.8
952 2634.8
962 2634.8
972 2634.8
982 2634.8
992 2634.8
1002 2634.8
1012 2634.8
1022 2634.8
1032 2634.8
1042 2634.8
1052 2634.8
1062 2634.8
1072 2634.8
1082 2634.8
1092 2637.4
1102 2641.5
1112 2642.8
1122 2642.8
1132 2642.8
1142 2642.8
1152 2642.8
1162 2642.8
1172 2642.9
RIVER: 1
RS: 4500
Data
Sta
694
704
714
724
734
744
754
764
774
784
794
804
814
824
834
844
854
864
874
884
894
904
914
924
934
944
954
964
974
984
994
1004
1014
1024
1034
1044
1054
1064
1074
1084
1094
1104
1114
1124
1134
1144
1154
1164
Manning's n Values
Sta n Val
692 .03
num=
Elev
2642.8
2642.8
2642.8
2642.8
2642.8
2642.8
2641.4
2637.1
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.6
2634.8
2635
2638.2
2642.1
2642.8
2642.8
2642.8
2642.8
2642.8
2642.8
num=
Sta n Val
692 .03
Bank Sta: Left Right
692 1172
241
Sta
696
706
716
726
736
746
756
766
776
786
796
806
816
826
836
846
856
866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
1146
1156
1166
Elev
2642.8
2642.8
2642.8
2642.8
2642.8
2642.8
2640.5
2636.3
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2634.8
2635.3
2639.1
2642.7
2642.8
2642.8
2642.8
2642.8
2642.8
2642.8
3 Sta n Val
1172 .03
Sta Elev Sta Elev
698 2642.8 700 2642.8
708 2642.8 710 2642.8
718 2642.8 720 2642.8
728 2642.8 730 2642.8
738 2642.8 740 2642.8
748 2642.8 750 2642.3
758 2639.7 760 2638.8
768 2635.5 770 2635
778 2634.8 780 2634.8
788 2634.8 790 2634.8
798 2634.8 800 2634.8
808 2634.8 810 2634.8
818 2634.8 820 2634.8
828 2634.8 830 2634.8
838 2634.8 840 2634.8
848 2634.8 850 2634.8
858 2634.8 860 2634.8
868 2634.8 870 2634.8
878 2634.8 880 2634.8
888 2634.8 890 2634.8
898 2634.8 900 2634.8
908 2634.8 910 2634.8
918 2634.8 920 2634.8
928 2634.8 930 2634.8
938 2634.8 940 2634.8
948 2634.8 950 2634.8
958 2634.8 960 2634.8
968 2634.8 970 2634.8
978 2634.8 980 2634.8
988 2634.8 990 2634.8
998 2634.8 1000 2634.8
1008 2634.8 1010 2634.8
1018 2634.8 1020 2634.8
1028 2634.8 1030 2634.8
1038 2634.8 1040 2634.8
1048 2634.8 1050 2634.8
1058 2634.8 1060 2634.8
1068 2634.8 1070 2634.8
1078 2634.8 1080 2634.8
1088 2635.8 1090 2636.6
1098 2639.9 1100 2640.7
1108 2642.8 1110 2642.8
1118 2642.8 1120 2642.8
1128 2642.8 1130 2642.8
1138 2642.8 1140 2642.8
1148 2642.8 1150 2642.8
1158 2642.8 1160 2642.8
1168 2642.8 1170 2642.8
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
2640.47

1.86 2638.61
2638.61

0.008593
13530.00
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Coeff Contr.
.1
Left OB

50.00 Expan.
.3
Channel Right OB

0.030

50.00 50.00
1236.00
1236.00
13530.00

Page 1592 of 2775 ends

Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
334.42 Top Width (ft)

10.95 Avg. Vel. (ft/s)

3.81 Hydr. Depth (ft)
145958.7 Cony. (cfs)

50.00 Wetted Per. (ft)
2634.80 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.43 Cum Volume (acre -ft)

0.00 Cum SA (acres)
334.42

10.95 3.70
145958.7
335.75

1.97 21.62

44.79 11.17
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4450
INPUT
Description: 4450
Station Elevation Data num= 243
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
690 2641.5 692 2641.5 694 2641.5 696 2641.5 698 2641.5
700 2641.5 702 2641.5 704 2641.5 706 2641.5 708 2641.5
710 2641.5 712 2641.5 714 2641.5 716 2641.5 718 2641.5
720 2641.5 722 2641.5 724 2641.5 726 2641.5 728 2641.5
730 2641.5 732 2641.5 734 2641.5 736 2641.5 738 2641.5
740 2641.5 742 2641.5 744 2641.5 746 2641.5 748 2641.1
750 2641 752 2640.3 754 2639.4 756 2638.5 758 2637.6
760 2636.8 762 2635.9 764 2635 766 2634.6 768 2633.8
770 2633.5 772 2633.5 774 2633.5 776 2633.5 778 2633.5
780 2633.5 782 2633.5 784 2633.5 786 2633.5 788 2633.5
790 2633.5 792 2633.5 794 2633.5 796 2633.5 798 2633.5
800 2633.5 802 2633.5 804 2633.5 806 2633.5 808 2633.5
810 2633.5 812 2633.5 814 2633.5 816 2633.5 818 2633.5
820 2633.5 822 2633.5 824 2633.5 826 2633.5 828 2633.5
830 2633.5 832 2633.5 834 2633.5 836 2633.5 838 2633.5
840 2633.5 842 2633.5 844 2633.5 846 2633.5 848 2633.5
850 2633.5 852 2633.5 854 2633.5 856 2633.5 858 2633.5
860 2633.5 862 2633.5 864 2633.5 866 2633.5 868 2633.5
870 2633.5 872 2633.5 874 2633.5 876 2633.5 878 2633.5
880 2633.5 882 2633.5 884 2633.5 886 2633.5 888 2633.5
890 2633.5 892 2633.5 894 2633.5 896 2633.5 898 2633.5
900 2633.5 902 2633.5 904 2633.5 906 2633.5 908 2633.5
910 2633.5 912 2633.5 914 2633.5 916 2633.5 918 2633.5
920 2633.5 922 2633.5 924 2633.5 926 2633.5 928 2633.5
930 2633.5 932 2633.5 934 2633.5 936 2633.5 938 2633.5
940 2633.5 942 2633.5 944 2633.5 946 2633.5 948 2633.5
950 2633.5 952 2633.5 954 2633.5 956 2633.5 958 2633.5
960 2633.5 962 2633.5 964 2633.5 966 2633.5 968 2633.5
970 2633.5 972 2633.5 974 2633.5 976 2633.5 978 2633.5
980 2633.5 982 2633.5 984 2633.5 986 2633.5 988 2633.5
990 2633.5 992 2633.5 994 2633.5 996 2633.5 998 2633.5
1000 2633.5 1002 2633.5 1004 2633.5 1006 2633.5 1008 2633.5 1010 2633.5 1012 2633.5 1014 2633.5 1016 2633.5 1018 2633.5 1020 2633.5 1022 2633.5 1024 2633.5 1026 2633.5 1028 2633.5 1030 2633.5 1032 2633.5 1034 2633.5 1036 2633.5 1038 2633.5 1040 2633.5 1042 2633.5 1044 2633.5 1046 2633.5 1048 2633.5 1050 2633.5 1052 2633.5 1054 2633.5 1056 2633.5 1058 2633.5 1060 2633.5 1062 2633.5 1064 2633.5 1066 2633.5 1068 2633.5 1070 2633.5 1072 2633.5 1074 2633.5 1076 2633.5 1078 2633.5 1080 2633.5 1082 2633.5 1084 2633.6 1086 2633.8 1088 2634.5 1090 2635.3 1092 2636.1 1094 2637 1096 2637.8 1098 2638.7 1100 2639.5 1102 2640.3 1104 2640.9 1106 2641.3 1108 2641.4 1110 2641.5 1112 2641.5 1114 2641.5 1116 2641.5 1118 2641.5 1120 2641.5 1122 2641.5 1124 2641.5 1126 2641.5 1128 2641.5 1130 2641.5 1132 2641.5 1134 2641.5 1136 2641.5 1138 2641.5 1140 2641.5 1142 2641.5 1144 2641.5 1146 2641.5 1148 2641.5 1150 2641.5 1152 2641.5 1154 2641.5 1156 2641.5 1158 2641.5

Page 1593 of 2775 ends

1160 2641.5 1162 2641.5 1164 2641.5 1166 2641.5 1168 2641.5 1170 2641.5 1172 2641.5 1174 2641.5
Manning's n Values num= 3-
Sta n Val Sta n Val Sta n Val
690 .03 690 .03 1174 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 690 1174 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2639.15 Element
Vel Head (ft) 1.86 Wt. n -Val.

W.S. Elev (ft) 2637.29 Reach Len. (ft)
Crit W.S. (ft) 2637.29 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008621 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 335.95 Top Width (ft)
Vel Total (ft/s) 10.94 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 3.79 Hydr. Depth (ft)
Conv. Total (cfs) 145719.5 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2633.50 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.43 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1237.11
1237.11
13530.00
335.95

10.94 3.68
145719.5
337.33

1.97 21.59

43.37 10.78
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4400
INPUT
Description: 4400
Station Elevation Data num= 242
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
690 2640.2 692 2640.2 694 2640.2 696 2640.2 698 2640.2
700 2640.2 702 2640.2 704 2640.2 706 2640.2 708 2640.2
710 2640.2 712 2640.2 714 2640.2 716 2640.2 718 2640.2
720 2640.2 722 2640.2 724 2640.2 726 2640.2 728 2640.2
730 2640.2 732 2640.2 734 2640.2 736 2640.2 738 2640.2
740 2640.2 742 2640.2 744 2640.2 746 2640.2 748 2639.8
750 2639.2 752 2638.3 754 2637.4 756 2636.5 758 2635.6
760 2634.7 762 2633.8 764 2632.9 766 2632.5 768 2632.2
770 2632.2 772 2632.2 774 2632.2 776 2632.2 778 2632.2
780 2632.2 782 2632.2 784 2632.2 786 2632.2 788 2632.2
790 2632.2 792 2632.2 794 2632.2 796 2632.2 798 2632.2
800 2632.2 802 2632.2 804 2632.2 806 2632.2 806 2632.2
810 2632.2 812 2632.2 814 2632.2 816 2632.2 818 2632.2
820 2632.2 822 2632.2 824 2632.2 826 2632.2 828 2632.2
830 2632.2 832 2632.2 834 2632.2 836 2632.2 838 2632.2
840 2632.2 842 2632.2 844 2632.2 846 2632.2 848 2632.2
850 2632.2 852 2632.2 854 2632.2 856 2632.2 858 2632.2
860 2632.2 862 2632.2 864 2632.2 866 2632.2 868 2632.2
870 2632.2 872 2632.2 874 2632.2 876 2632.2 878 2632.2
880 2632.2 882 2632.2 884 2632.2 886 2632.2 888 2632.2
890 2632.2 892 2632.2 894 2632.2 896 2632.2 898 2632.2
900 2632.2 902 2632.2 904 2632.2 906 2632.2 908 2632.2
910 2632.2 912 2632.2 914 2632.2 916 2632.2 918 2632.2
920 2632.2 922 2632.2 924 2632.2 926 2632.2 928 2632.2
930 2632.2 932 2632.2 934 2632.2 936 2632.2 938 2632.2
940 2632.2 942 2632.2 944 2632.2 946 2632.2 948 2632.2
950 2632.2 952 2632.2 954 2632.2 956 2632.2 958 2632.2
960 2632.2 962 2632.2 964 2632.2 966 2632.2 968 2632.2
970 2632.2 972 2632.2 974 2632.2 976 2632.2 978 2632.2

Page 1594 of 2775 ends

980 2632.2 982 2632.2 984 2632.2 986 2632.2 988 2632.2
990 2632.2 992 2632.2 994 2632.2 996 2632.2 998 2632.2
1000 2632.2 1002 2632.2 1004 2632.2 1006 2632.2 1008 2632.2 1010 2632.2 1012 2632.2 1014 2632.2 1016 2632.2 1018 2632.2 1020 2632.2 1022 2632.2 1024 2632.2 1026 2632.2 1028 2632.2 1030 2632.2 1032 2632.2 1034 2632.2 1036 2632.2 1038 2632.2 1040 2632.2 1042 2632.2 1044 2632.2 1046 2632.2 1048 2632.2 1050 2632.2 1052 2632.2 1054 2632.2 1056 2632.2 1058 2632.2 1060 2632.2 1062 2632.2 1064 2632.2 1066 2632.2 1068 2632.2 1070 2632.2 1072 2632.2 1074 2632.2 1076 2632.2 1078 2632.2 1080 2632.2 1082 2632.2 1084 2632.3 1086 2632.6 1088 2633.4 1090 2634 1092 2634.8 1094 2635.7 1096 2636.6 1098 2637.4 1100 2638.3 1102 2639.1 1104 2639.7 1106 2639.9 1108 2640.2 1110 2640.2 1112 2640.2 1114 2640.2 1116 2640.2 1118 2640.2 1120 2640.2 1122 2640.2 1124 2640.2 1126 2640.2 1128 2640.2 1130 2640.2 1132 2640.2 1134 2640.2 1136 2640.2 1138 2640.2 1140 2640.2 1142 2640.2 1144 2640.2 1146 2640.2 1148 2640.2 1150 2640.2 1152 2640.2 1154 2640.2 1156 2640.2 1158 2640.2 1160 2640.2 1162 2640.2 1164 2640.2 1166 2640.2 1168 2640.2 1170 2640.2 1172 2640.2
Manning's
Sta
690
n Values num= 3
n Val Sta n Val Sta n Val
.03 690 .03 1172 .03
Bank Sta: Left Right
690 1172

1.85 2635.98
2635.98

0.008592
13530.00
337.46

10.91 3.78
145969.7

50.00 2632.20

1.00 0.43

0.00 Channel Right
50 50
Element
Wt. n -Val.

50.00 Channel

0.030

50.00 1240.62
1240.62
13530.00
337.46

10.91 3.68
145969.7
338.86

1.96 21.42

41.95 10.40
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4350
INPUT
Description: 4350
Station Elevation Data num= 245
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
686 2638.9 688 2638.9 690 2638.9 692 2638.9 694 2638.9
696 2638.9 698 2638.9 700 2638.9 702 2638.9 704 2638.9
706 2638.9 708 2638.9 710 2638.9 712 2638.9 714 2638.9
716 2638.9 718 2638.9 720 2638.9 722 2638.9 724 2638.9
726 2638.9 728 2638.9 730 2638.9 732 2638.9 734 2638.9
736 2638.9 738 2638.9 740 2638.9 742 2638.9 744 2638.9
746 2638.6 748 2638.1 750 2637.2 752 2636.3 754 2635.3
756 2634.4 758 2633.5 760 2632.5 762 2631.6 764 2631.1
766 2630.9 768 2630.9 770 2630.9 772 2630.9 774 2630.9
776 2630.9 778 2630.9 780 2630.9 782 2630.9 784 2630.9
786 2630.9 788 2630.9 790 2630.9 792 2630.9 794 2630.9

Page 1595 of 2775 ends

796
806
816
826
836
846
856
866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
1146
1156
1166
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2631.5
2635.3
2638.8
2638.9
2638.9
2638.9
2638.9
2638.9
2638.9
Manning's n Values
Sta n Val
686 .03
Bank Sta: Left
686
798
808
818
828
838
848
858
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
1148
1158
1168
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2631.9
2636.2
2638.9
2638.9
2638.9
2638.9
2638.9
2638.9
2638.9
num=
Sta n Val
686 .03
800 2630.9
810 2630.9
820 2630.9
830 2630.9
840 2630.9
850 2630.9
860 2630.9
870 2630.9
880 2630.9
890 2630.9
900 2630.9
910 2630.9
920 2630.9
930 2630.9
940 2630.9
950 2630.9
960 2630.9
970 2630.9
980 2630.9
990 2630.9
1000 2630.9
1010 2630.9
1020 2630.9
1030 2630.9
1040 2630.9
1050 2630.9
1060 2630.9
1070 2630.9
1080 2630.9
1090 2632.7
1100 2637
1110 2638.9
1120 2638.9
1130 2638.9
1140 2638.9
1150 2638.9
1160 2638.9
1170 2638.9
3 Sta n Val
1174 .03
802
812
822
832
842
852
862
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
1152
1162
1172
Right Lengths: Left Channel Right
1174 50 50 50

CROSS SECTION OUTPUT
Profile #PF 1
E.G. Elev (ft) 2636.50
Vel Head (ft) 1.84
W.S. Elev (ft) 2634.66
Crit W.S. (ft) 2634.66
E.G. Slope (ft/ft) 0.008621
Q Total (cfs) 13530.00
Top Width (ft) 339.16
Vel Total (ft/s) 10.89
Max Chl Dpth (ft) 3.76
Conv. Total (cfs) 145718.9
Length Wtd. (ft) 50.00
Min Ch El (ft) 2630.90
Alpha 1.00
Frctn Loss (ft) 0.43
C & E Loss (ft) 0.00
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2630.9
2633.6
2637.9
2638.9
2638.9
2638.9
2638.9
2638.9
2638.9
2638.9
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
804 2630.9
814 2630.9
824 2630.9
834 2630.9
844 2630.9
854 2630.9
864 2630.9
874 2630.9
884 2630.9
894 2630.9
904 2630.9
914 2630.9
924 2630.9
934 2630.9
944 2630.9
954 2630.9
964 2630.9
974 2630.9
984 2630.9
994 2630.9
1004 2630.9
1014 2630.9
1024 2630.9
1034 2630.9
1044 2630.9
1054 2630.9
1064 2630.9
1074 2630.9
1084 2630.9
1094 2634.4
1104 2638.3
1114 2638.9
1124 2638.9
1134 2638.9
1144 2638.9
1154 2638.9
1164 2638.9
1174 2638.9
Coeff Contr.

Expan.
.1 .3
Left OB

50.00 Channel

0.030

50.00 1241.88
1241.88
13530.00
339.16

10.89 3.66
145718.9
340.59

1.96 21.38

40.53 10.01
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Page 1596 of 2775 ends

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4300
INPUT
Description: 4300
Station Elevation Data
Sta Elev Sta
686 2637.6 688
696 2637.6 698
706 2637.6 708
716 2637.6 718
726 2637.6 728
736 2637.6 738
746 2637.2 748
756 2632.7 758
766 2629.6 768
776 2629.6 778
786 2629.6 788
796 2629.6 798
806 2629.6 808
816 2629.6 818
826 2629.6 828
836 2629.6 838
846 2629.6 848
856 2629.6 858
866 2629.6 868
876 2629.6 878
886 2629.6 888
896 2629.6 898
906 2629.6 908
916 2629.6 918
926 2629.6 928
936 2629.6 938
946 2629.6 948
956 2629.6 958
966 2629.6 968
976 2629.6 978
986 2629.6 988
996 2629.6 998
1006 2629.6 1008
1016 2629.6 1018
1026 2629.6 1028
1036 2629.6 1038
1046 2629.6 1048
1056 2629.6 1058
1066 2629.6 1068
1076 2629.6 1078
1086 2630 1088
1096 2634.1 1098
1106 2637.6 1108
1116 2637.6 1118
1126 2637.6 1128
1136 2637.6 1138
1146 2637.6 1148
1156 2637.6 1158
1166 2637.6 1168
Manning's n Values
Sta n Val Sta
686 .03 686
Bank Sta: Left Right
686 1172
num= 244
Elev Sta Elev Sta Elev Sta Elev
2637.6 690 2637.6 692 2637.6 694 2637.6
2637.6 700 2637.6 702 2637.6 704 2637.6
2637.6 710 2637.6 712 2637.6 714 2637.6
2637.6 720 2637.6 722 2637.6 724 2637.6
2637.6 730 2637.6 732 2637.6 734 2637.6
2637.6 740 2637.6 742 2637.6 744 2637.5
2636.5 750 2635.5 752 2634.6 754 2633.6
2631.7 760 2630.8 762 2630 764 2629.7
2629.6 770 2629.6 772 2629.6 774 2629.6
2629.6 780 2629.6 782 2629.6 784 2629.6
2629.6 790 2629.6 792 2629.6 794 2629.6
2629.6 800 2629.6 802 2629.6 804 2629.6
2629.6 810 2629.6 812 2629.6 814 2629.6
2629.6 820 2629.6 822 2629.6 824 2629.6
2629.6 830 2629.6 832 2629.6 834 2629.6
2629.6 840 2629.6 842 2629.6 844 2629.6
2629.6 850 2629.6 852 2629.6 854 2629.6
2629.6 860 2629.6 862 2629.6 864 2629.6
2629.6 870 2629.6 872 2629.6 874 2629.6
2629.6 880 2629.6 882 2629.6 884 2629.6
2629.6 890 2629.6 892 2629.6 894 2629.6
2629.6 900 2629.6 902 2629.6 904 2629.6
2629.6 910 2629.6 912 2629.6 914 2629.6
2629.6 920 2629.6 922 2629.6 924 2629.6
2629.6 930 2629.6 932 2629.6 934 2629.6
2629.6 940 2629.6 942 2629.6 944 2629.6
2629.6 950 2629.6 952 2629.6 954 2629.6
2629.6 960 2629.6 962 2629.6 964 2629.6
2629.6 970 2629.6 972 2629.6 974 2629.6
2629.6 980 2629.6 982 2629.6 984 2629.6
2629.6 990 2629.6 992 2629.6 994 2629.6
2629.6 1000 2629.6 1002 2629.6 1004 2629.6
2629.6 1010 2629.6 1012 2629.6 1014 2629.6
2629.6 1020 2629.6 1022 2629.6 1024 2629.6
2629.6 1030 2629.6 1032 2629.6 1034 2629.6
2629.6 1040 2629.6 1042 2629.6 1044 2629.6
2629.6 1050 2629.6 1052 2629.6 1054 2629.6
2629.6 1060 2629.6 1062 2629.6 1064 2629.6
2629.6 1070 2629.6 1072 2629.6 1074 2629.6
2629.6 1080 2629.6 1082 2629.6 1084 2629.9
2630.5 1090 2631.4 1092 2632.3 1094 2633.2
2634.9 1100 2635.8 1102 2636.5 1104 2637.2
2637.6 1110 2637.6 1112 2637.6 1114 2637.6
2637.6 1120 2637.6 1122 2637.6 1124 2637.6
2637.6 1130 2637.6 1132 2637.6 1134 2637.6
2637.6 1140 2637.6 1142 2637.6 1144 2637.6
2637.6 1150 2637.6 1152 2637.6 1154 2637.6
2637.6 1160 2637.6 1162 2637.6 1164 2637.6
2637.6 1170 2637.6 1172 2637.6
num= 3
n Val Sta n Val
.03 1172 .03
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
2635.19

1.84 2633.35
2633.35

0.008627
13530.00
339.79

10.89 Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Coeff Contr. Expan.
.1 .3
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1242.58
1242.58
13530.00
339.79

10.89

Page 1597 of 2775 ends

Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

3.75 Hydr. Depth (ft)
145670.7 Conv. (cfs)

50.00 Wetted Per. (ft)
2629.60 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.43 Cum Volume (acre -ft)

0.00 Cum SA (acres)

3.66 145670.7
341.24

1.96 21.35

39.10 9.62
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4250
INPUT
Description: 4250
Station Elevation Data num= 243
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
686 2636.3 688 2636.3 690 2636.3 692 2636.3 694 2636.3
696 2636.3 698 2636.3 700 2636.3 702 2636.3 704 2636.3
706 2636.3 708 2636.3 710 2636.3 712 2636.3 714 2636.3
716 2636.3 718 2636.3 720 2636.3 722 2636.3 724 2636.3
726 2636.3 728 2636.3 730 2636.3 732 2636.3 734 2636.3
736 2636.3 738 2636.3 740 2636.3 742 2636.3 744 2636.3
746 2636 748 2635.3 750 2634.6 752 2633.7 754 2632.7
756 2631.7 758 2630.7 760 2629.7 762 2628.8 764 2628.3
766 2628.3 768 2628.3 770 2628.3 772 2628.3 774 2628.3
776 2628.3 778 2628.3 780 2628.3 782 2628.3 784 2628.3
786 2628.3 788 2628.3 790 2628.3 792 2628.3 794 2628.3
796 2628.3 798 2628.3 800 2628.3 802 2628.3 804 2628.3
806 2628.3 808 2628.3 810 2628.3 812 2628.3 814 2628.3
816 2628.3 818 2628.3 820 2628.3 822 2628.3 824 2628.3
826 2628.3 828 2628.3 830 2628.3 832 2628.3 834 2628.3
836 2628.3 838 2628.3 840 2628.3 842 2628.3 844 2628.3
846 2628.3 848 2628.3 850 2628.3 852 2628.3 854 2628.3
856 2628.3 858 2628.3 860 2628.3 862 2628.3 864 2628.3
866 2628.3 868 2628.3 870 2628.3 872 2628.3 874 2628.3
876 2628.3 878 2628.3 880 2628.3 882 2628.3 884 2628.3
886 2628.3 888 2628.3 890 2628.3 892 2628.3 894 2628.3
896 2628.3 898 2628.3 900 2628.3 902 2628.3 904 2628.3
906 2628.3 908 2628.3 910 2628.3 912 2628.3 914 2628.3
916 2628.3 918 2628.3 920 2628.3 922 2628.3 924 2628.3
926 2628.3 928 2628.3 930 2628.3 932 2628.3 934 2628.3
936 2628.3 938 2628.3 940 2628.3 942 2628.3 944 2628.3
946 2628.3 948 2628.3 950 2628.3 952 2628.3 954 2628.3
956 2628.3 958 2628.3 960 2628.3 962 2628.3 964 2628.3
966 2628.3 968 2628.3 970 2628.3 972 2628.3 974 2628.3
976 2628.3 978 2628.3 980 2628.3 982 2628.3 984 2628.3
986 2628.3 988 2628.3 990 2628.3 992 2628.3 994 2628.3
996 2628.3 998 2628.3 1000 2628.3 1002 2628.3 1004 2628.3 1006 2628.3 1008 2628.3 1010 2628.3 1012 2628.3 1014 2628.3 1016 2628.3 1018 2628.3 1020 2628.3 1022 2628.3 1024 2628.3 1026 2628.3 1028 2628.3 1030 2628.3 1032 2628.3 1034 2628.3 1036 2628.3 1038 2628.3 1040 2628.3 1042 2628.3 1044 2628.3 1046 2628.3 1048 2628.3 1050 2628.3 1052 2628.3 1054 2628.3 1056 2628.3 1058 2628.3 1060 2628.3 1062 2628.3 1064 2628.3 1066 2628.3 1068 2628.3 1070 2628.3 1072 2628.3 1074 2628.3 1076 2628.3 1078 2628.3 1080 2628.3 1082 2628.3 1084 2628.3 1086 2628.3 1088 2629.1 1090 2630.1 1092 2631 1094 2631.9 1096 2632.8 1098 2633.7 1100 2634.6 1102 2635.4 1104 2636.1 1106 2636.3 1108 2636.3 1110 2636.3 1112 2636.3 1114 2636.3 1116 2636.3 1118 2636.3 1120 2636.3 1122 2636.3 1124 2636.3 1126 2636.3 1128 2636.3 1130 2636.3 1132 2636.3 1134 2636.3 1136 2636.3 1138 2636.3 1140 2636.3 1142 2636.3 1144 2636.3 1146 2636.3 1148 2636.3 1150 2636.3 1152 2636.3 1154 2636.3 1156 2636.3 1158 2636.3 1160 2636.3 1162 2636.3 1164 2636.3 1166 2636.3 1168 2636.3 1170 2636.3

Page 1598 of 2775 ends

Manning's n Values
Sta n Val Sta
686 .03 686
Bank Sta: Left Right
686 1170

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch E1 (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
num=
n Val
.03
3 Sta
1170
n Val
.03
Lengths: Left Channel Right
50 50 50
Profile #PF 1
2633.89

1.85 2632.05
2632.05

0.008667
13530.00
339.02

10.91 3.75
145332.5

50.00 2628.30

1.00 0.43

0.00 Element
Wt. n -Val.

50.00 Channel

0.030

50.00 1239.96
1239.96
13530.00
339.02

10.91 3.66
145332.5
340.63

1.97 21.49

37.68 9.23
Right OB

50.00 warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION RIVER: 1
REACH: 1 RS: 4200
INPUT
Description: 4200
Station Elevation Data num= 243
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
688 2635 690 2635 692 2635 694 2635 696 2635
698 2635 700 2635 702 2635 704 2635 706 2635
708 2635 710 2635 712 2635 714 2635 716 2635
718 2635 720 2635 722 2635 724 2635 726 2635
728 2635 730 2635 732 2635 734 2635 736 2635
738 2635 740 2635 742 2635 744 2635 746 2634.7
748 2634.4 750 2633.8 752 2632.8 754 2631.8 756 2630.8
758 2629.7 760 2628.7 762 2627.9 764 2627.3 766 2627.2
768 2627 770 2627 772 2627 774 2627 776 2627
778 2627 780 2627 782 2627 784 2627 786 2627
788 2627 790 2627 792 2627 794 2627 796 2627
798 2627 800 2627 802 2627 804 2627 806 2627
808 2627 810 2627 812 2627 814 2627 816 2627
818 2627 820 2627 822 2627 824 2627 826 2627
828 2627 830 2627 832 2627 834 2627 836 2627
838 2627 840 2627 842 2627 844 2627 846 2627
848 2627 850 2627 852 2627 854 2627 856 2627
858 2627 860 2627 862 2627 864 2627 866 2627
868 2627 870 2627 872 2627 874 2627 876 2627
878 2627 880 2627 882 2627 884 2627 886 2627
888 2627 890 2627 892 2627 894 2627 896 2627
898 2627 900 2627 902 2627 904 2627 906 2627
908 2627 910 2627 912 2627 914 2627 916 2627
918 2627 920 2627 922 2627 924 2627 926 2627
928 2627 930 2627 932 2627 934 2627 936 2627
938 2627 940 2627 942 2627 944 2627 946 2627
948 2627 950 2627 952 2627 954 2627 956 2627
958 2627 960 2627 962 2627 964 2627 966 2627
968 2627 970 2627 972 2627 974 2627 976 2627
978 2627 980 2627 982 2627 984 2627 986 2627
988 2627 990 2627 992 2627 994 2627 996 2627

Page 1599 of 2775 ends

998 2627 1000 2627 1002 2627 1004 2627 1006 2627
1008 2627 1010 2627 1012 2627 1014 2627 1016 2627
1018 2627 1020 2627 1022 2627 1024 2627 1026 2627
1028 2627 1030 2627 1032 2627 1034 2627 1036 2627
1038 2627 1040 2627 1042 2627 1044 2627 1046 2627
1048 2627 1050 2627 1052 2627 1054 2627 1056 2627
1058 2627 1060 2627 1062 2627 1064 2627 1066 2627
1068 2627 1070 2627 1072 2627 1074 2627 1076 2627
1078 2627 1080 2627 1082 2627 1084 2627 1086 2627.3
1088 2628.2 1090 2628.7 1092 2629.7 1094 2630.6 1096 2631.6 1098 2632.5 1100 2633.4 1102 2634.3 1104 2634.8 1106 2635 1108 2635 1110 2635 1112 2635 1114 2635 1116 2635
1118 2635 1120 2635 1122 2635 1124 2635 1126 2635
1128 2635 1130 2635 1132 2635 1134 2635 1136 2635
1138 2635 1140 2635 1142 2635 1144 2635 1146 2635
1148 2635 1150 2635 1152 2635 1154 2635 1156 2635
1158 2635 1160 2635 1162 2635 1164 2635 1166 2635
1168 2635 1170 2635 1172 2635
Manning's n Values
Sta n Val
688 .03
num= 3
Sta n Val Sta n Val
688 .03 1172 .03
Bank Sta: Left Right
688 1172

1.85 2630.76
2630.76

0.008624
13530.00
338.25

10.91 3.76
145691.7

50.00 2627.00

1.00 0.43

0.00 Element
Wt. n -Val.

50.00 Channel

0.030

50.00 1240.52
1240.52
13530.00
338.25

10.91 3.67
145691.7
339.76

1.97 21.44

36.25 8.84
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
INPUT
Description: 4150
Station
Sta
690
700
710
720
730
740
750
760
770
780
790
800
810
Elevation
Elev
2633.7
2633.7
2633.7
2633.6
2633.6
2633.6
2632.7
2627.8
2625.7
2625.7
2625.7
2625.7
2625.7
RIVER: 1
RS: 4150
Data
Sta
692
702
712
722
732
742
752
762
772
782
792
802
812
num= 241
Elev Sta Elev Sta Elev Sta Elev
2633.7 694 2633.7 696 2633.7 698 2633.7
2633.7 704 2633.7 706 2633.7 708 2633.7
2633.7 714 2633.6 716 2633.6 718 2633.6
2633.6 724 2633.6 726 2633.6 728 2633.6
2633.6 734 2633.6 736 2633.6 738 2633.6
2633.6 744 2633.6 746 2633.6 748 2633.4
2631.9 754 2630.9 756 2629.8 758 2628.8
2626.7 764 2626.3 766 2625.7 768 2625.7
2625.7 774 2625.7 776 2625.7 778 2625.7
2625.7 784 2625.7 786 2625.7 788 2625.7
2625.7 794 2625.7 796 2625.7 798 2625.7
2625.7 804 2625.7 806 2625.7 808 2625.7
2625.7 814 2625.7 816 2625.7 818 2625.7

Page 1600 of 2775 ends

820 2625.7 822 2625.7 624 2625.7 826 2625.7 828 2625.7
830 2625.7 832 2625.7 834 2625.7 836 2625.7 838 2625.7
840 2625.7 842 2625.7 844 2625.7 846 2625.7 848 2625.7
850 2625.7 852 2625.7 854 2625.7 856 2625.7 858 2625.7
860 2625.7 862 2625.7 864 2625.7 866 2625.7 868 2625.7
870 2625.7 872 2625.7 874 2625.7 876 2625.7 878 2625.7
880 2625.7 882 2625.7 884 2625.7 886 2625.7 888 2625.7
890 2625.7 892 2625.7 894 2625.7 896 2625.7 898 2625.7
900 2625.7 902 2625.7 904 2625.7 906 2625.7 908 2625.7
910 2625.7 912 2625.7 914 2625.7 916 2625.7 918 2625.7
920 2625.7 922 2625.7 924 2625.7 926 2625.7 928 2625.7
930 2625.7 932 2625.7 934 2625.7 936 2625.7 938 2625.7
940 2625.7 942 2625.7 944 2625.7 946 2625.7 948 2625.7
950 2625.7 952 2625.7 954 2625.7 956 2625.7 958 2625.7
960 2625.7 962 2625.7 964 2625.7 966 2625.7 966 2625.7
970 2625.7 972 2625.7 974 2625.7 976 2625.7 978 2625.7
980 2625.7 982 2625.7 984 2625.7 986 2625.7 988 2625.7
990 2625.7 992 2625.7 994 2625.7 996 2625.7 998 2625.7
1000 2625.7 1002 2625.7 1004 2625.7 1006 2625.7 1008 2625.7 1010 2625.7 1012 2625.7 1014 2625.7 1016 2625.7 1018 2625.7 1020 2625.7 1022 2625.7 1024 2625.7 1026 2625.7 1028 2625.7 1030 2625.7 1032 2625.7 1034 2625.7 1036 2625.7 1038 2625.7 1040 2625.7 1042 2625.7 1044 2625.7 1046 2625.7 1048 2625.7 1050 2625.7 1052 2625.7 1054 2625.7 1056 2625.7 1058 2625.7 1060 2625.7 1062 2625.7 1064 2625.7 1066 2625.7 1066 2625.7 1070 2625.7 1072 2625.7 1074 2625.7 1076 2625.7 1078 2625.7 1080 2625.7 1082 2625.7 1084 2625.7 1086 2625.9 1088 2626.5 1090 2627.4 1092 2628.4 1094 2629.3 1096 2630.3 1098 2631.3 1100 2632.2 1102 2633 1104 2633.5 1106 2633.7 1108 2633.7 1110 2633.7 1112 2633.7 1114 2633.7 1116 2633.7 1118 2633.7 1120 2633.7 1122 2633.7 1124 2633.7 1126 2633.7 1128 2633.7 1130 2633.7 1132 2633.7 1134 2633.7 1136 2633.7 1138 2633.7 1140 2633.7 1142 2633.7 1144 2633.7 1146 2633.7 1148 2633.7 1150 2633.7 1152 2633.7 1154 2633.7 1156 2633.7 1158 2633.7 1160 2633.7 1162 2633.7 1164 2633.7 1166 2633.7 1168 2633.7 1170 2633.7
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
690 .03 690 .03 1170 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 690 1170 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2631.31 Element
Vel Head (ft) 1.85 Wt. n -Val.

W.S. Elev (ft) 2629.46 Reach Len. (ft)
Crit W.S. (ft) 2629.46 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008648 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 337.64 Top Width (ft)
Vel Total (ft/s) 10.92 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 3.76 Hydr. Depth (ft)
Cony. Total (cfs) 145491.0 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2625.70 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.43 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1238.68
1238.68
13530.00
337.64

10.92 3.67
145491.0
339.20

1.97 21.54

34.83 8.45
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4100

Page 1601 of 2775 ends

INPUT
Description: 4100
Station Elevation Data
Sta Elev Sta
692 2632.3 694
702 2632.3 704
712 2632.3 714
722 2632.3 724
732 2632.3 734
742 2632.3 744
752 2631.4 754
762 2626.2 764
772 2624.4 774
782 2624.4 784
792 2624.4 794
802 2624.4 604
812 2624.4 814
822 2624.4 824
832 2624.4 834
842 2624.4 844
852 2624.4 854
862 2624.4 864
872 2624.4 874
882 2624.4 884
892 2624.4 894
902 2624.4 904
912 2624.4 914
922 2624.4 924
932 2624.4 934
942 2624.4 944
952 2624.4 954
962 2624.4 964
972 2624.4 974
982 2624.4 984
992 2624.4 994
1002 2624.4 1004
1012 2624.4 1014
1022 2624.4 1024
1032 2624.4 1034
1042 2624.4 1044
1052 2624.4 1054
1062 2624.4 1064
1072 2624.4 1074
1082 2624.4 1084
1092 2627.1 1094
1102 2631.8 1104
1112 2632.4 1114
1122 2632.4 1124
1132 2632.4 1134
1142 2632.4 1144
1152 2632.4 1154
1162 2632.4 1164
1172 2632.4
num=
Elev
2632.3
2632.3
2632.3
2632.3
2632.3
2632.3
2630.4
2625.2
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2628.1
2632.3
2632.4
2632.4
2632.4
2632.4
2632.4
2632.4
Manning's n Values num=
Sta n Val Sta n Val
692 .03 692 .03
Bank Sta: Left Right
692 1172

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
241
Sta
696
706
716
726
736
746
756
766
776
786
796
806
816
826
836
846
856
866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
1146
1156
1166
Elev
2632.3
2632.3
2632.3
2632.3
2632.3
2632.3
2629.3
2624.7
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.7
2629
2632.4
2632.4
2632.4
2632.4
2632.4
2632.4
2632.4
3 Sta n Val
1172 .03
Sta
698
708
718
728
738
748
758
768
778
788
798
808
818
828
838
848
858
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
1148
1158
1168
Lengths: Left Channel Right
50 50 50
Profile #PF 1
2630.03

1.86 2628.17
2628.17

0.008613
13530.00
335.91

10.93 3.77
145786.2
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Elev
2632.3
2632.3
2632.3
2632.3
2632.3
2632.1
2628.3
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2625.3
2630
2632.4
2632.4
2632.4
2632.4
2632.4
2632.4
2632.4
Sta
700
710
720
730
740
750
760
770
780
790
800
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
Coeff Contr.
.1
Left OB

50.00 Elev
2632.3
2632.3
2632.3
2632.3
2632.3
2631.9
2627.3
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2624..4
2624.4
2624.4
2624.4
2624.4
2624.4
2624.4
2626.1
2630.9
2632.4
2632.4
2632.4
2632.4
2632.4
2632.4
2632.4
Expan.
.3
Channel Right OB

0.030

50.00 50.00
1237.66
1237.66
13530.00
335.91

10.93 3.68
145786.2

Page 1602 of 2775 ends

Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

50.00 Wetted Per. (ft)
2624.40 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.43 Cum Volume (acre -ft)

0.00 Cum SA (acres)
337.47

1.97 21.56

33.41 8.07
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4050
INPUT
Description: 4050
Station Elevation Data num= 241
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
690 2631 692 2631 694 2631 696 2631 698 2631
700 2631 702 2631 704 2631 706 2631 708 2631
710 2631 712 2631 714 2631 716 2631 718 2631
720 2631 722 2631 724 2631 726 2631 728 2631
730 2631 732 2631 734 2631 736 2631 738 2631
740 2631 742 2631 744 2631 746 2631 748 2631
750 2631 752 2630.8 754 2630.2 756 2629.2 758 2628.2
760 2627.1 762 2626.1 764 2625.1 766 2624.2 768 2623.4
770 2623.1 772 2623.1 774 2623.1 776 2623.1 778 2623.1
780 2623.1 782 2623.1 784 2623.1 786 2623.1 788 2623.1
790 2623.1 792 2623.1 794 2623.1 796 2623.1 798 2623.1
800 2623.1 802 2623.1 804 2623.1 806 2623.1 808 2623.1
810 2623.1 812 2623.1 814 2623.1 816 2623.1 818 2623.1
820 2623.1 822 2623.1 824 2623.1 826 2623.1 828 2623.1
830 2623.1 832 2623.1 834 2623.1 836 2623.1 838 2623.1
840 2623.1 842 2623.1 844 2623.1 846 2623.1 848 2623.1
850 2623.1 852 2623.1 854 2623.1 856 2623.1 858 2623.1
860 2623.1 862 2623.1 864 2623.1 866 2623.1 868 2623.1
870 2623.1 872 2623_1 874 2623.1 876 2623.1 878 2623.1
880 2623.1 882 2623.1 884 2623.1 886 2623.1 888 2623.1
890 2623.1 892 2623.1 894 2623.1 896 2623.1 898 2623.1
900 2623.1 902 2623.1 904 2623.1 906 2623.1 908 2623.1
910 2623.1 912 2623.1 914 2623.1 916 2623.1 918 2623.1
920 2623.1 922 2623.1 924 2623.1 926 2623.1 928 2623.1
930 2623.1 932 2623.1 934 2623.1 936 2623.1 938 2623.1
940 2623.1 942 2623.1 944 2623.1 946 2623.1 948 2623.1
950 2623.1 952 2623.1 954 2623.1 956 2623.1 958 2623.1
960 2623.1 962 2623.1 964 2623.1 966 2623.1 968 2623.1
970 2623.1 972 2623.1 974 2623.1 976 2623.1 978 2623.1
980 2623.1 982 2623.1 984 2623.1 986 2623.1 988 2623.1
990 2623.1 992 2623.1 994 2623.1 996 2623.1 998 2623.1
1000 2623.1 1002 2623.1 1004 2623.1 1006 2623.1 1008 2623.1 1010 2623.1 1012 2623.1 1014 2623.1 1016 2623.1 1018 2623.1 1020 2623.1 1022 2623.1 1024 2623.1 1026 2623.1 1028 2623.1 1030 2623.1 1032 2623.1 1034 2623.1 1036 2623.1 1038 2623.1 1040 2623.1 1042 2623.1 1044 2623.1 1046 2623.1 1048 2623.1 1050 2623.1 1052 2623.1 1054 2623.1 1056 2623.1 1058 2623.1 1060 2623.1 1062 2623.1 1064 2623.1 1066 2623.1 1068 2623.1 1070 2623.1 1072 2623.1 1074 2623.1 1076 2623.1 1078 2623.1 1080 2623.1 1082 2623.1 1084 2623.1 1086 2623.3 1088 2623.9 1090 2624.9 1092 2625.8 1094 2626.7 1096 2627.7 1098 2628.6 1100 2629.6 1102 2630.4 1104 2630.9 1106 2631.1 1108 2631.1 1110 2631.1 1112 2631.1 1114 2631.1 1116 2631.1 1118 2631.1 1120 2631.1 1122 2631.1 1124 2631.1 1126 2631.1 1128 2631.1 1130 2631.1 1132 2631.1 1134 2631.1 1136 2631.1 1138 2631.1 1140 2631.1 1142 2631.1 1144 2631.1 1146 2631.1 1148 2631.1 1150 2631.1 1152 2631.1 1154 2631.1 1156 2631.1 1158 2631.1 1160 2631.1 1162 2631.1 1164 2631.1 1166 2631.1 1168 2631.1 1170 2631.1
Manning's n Values
num= 3

Page 1603 of 2775 ends

Sta n Val Sta n Val Sta n Val
690 .03 690 .03 1170 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 690 1170 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2628.76 Element
Vel Head (ft) 1.85 Wt. n -Val.

W.S. Elev (ft) 2626.91 Reach Len. (ft)
Crit W.S. (ft) 2626.91 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.006499 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 334.02 Top Width (ft)
Vel Total (ft/s) 10.91 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 3.81 Hydr. Depth (ft)
Conv. Total (cfs) 146764.3 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2623.10 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.43 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1239.86
1239.86
13530.00
334.02

10.91 3.71
146764.3
335.59

1.96 21.39

31.99 7.68
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 4000
INPUT
Description: 4000
Station Elevation Data num= 241
Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev
692 2629.7 694 2629.7 696 2629.7 698 2629.7 700 2629.7
702 2629.7 704 2629.7 706 2629.7 708 2629.7 710 2629.7
712 2629.7 714 2629.7 716 2629.7 718 2629.7 720 2629.7
722 2629.7 724 2629.7 726 2629.7 728 2629.7 730 2629.7
732 2629.7 734 2629.7 736 2629.7 738 2629.7 740 2629.7
742 2629.7 744 2629.7 746 2629.7 748 2629.7 750 2629.7
752 2629.7 754 2629.5 756 2628.9 758 2627.9 760 2627
762 2626 764 2625 766 2624 768 2623 770 2622.6
772 2621.9 774 2621.8 776 2621.8 778 2621.8 780 2621.8
782 2621.8 784 2621.8 786 2621.8 788 2621.8 790 2621.8
792 2621.8 794 2621.8 796 2621.8 798 2621.8 800 2621.8
802 2621.8 804 2621.8 806 2621.8 808 2621.8 810 2621.8
812 2621.8 814 2621.8 816 2621.8 818 2621.8 820 2621.8
822 2621.8 824 2621.8 826 2621.8 628 2621.8 830 2621.8
832 2621.8 834 2621.8 836 2621.8 838 2621.8 840 2621.8
842 2621.8 844 2621.8 846 2621.8 848 2621.8 850 2621.8
852 2621.8 854 2621.8 856 2621.8 858 2621.8 860 2621.8
862 2621.8 864 2621.8 866 2621.8 868 2621.8 870 2621.8
872 2621.8 874 2621.8 876 2621.8 878 2621.8 880 2621.8
882 2621.8 884 2621.8 886 2621.8 888 2621.8 890 2621.8
892 2621.8 894 2621.8 896 2621.8 898 2621.8 900 2621.8
902 2621.8 904 2621.8 906 2621.8 908 2621.8 910 2621.8
912 2621.8 914 2621.8 916 2621.8 918 2621.8 920 2621.8
922 2621.8 924 2621.8 926 2621.8 928 2621.8 930 2621.8
932 2621.8 934 2621.8 936 2621.8 938 2621.8 940 2621.8
942 2621.8 944 2621.8 946 2621.8 948 2621.8 950 2621.8
952 2621.8 954 2621.8 956 2621.8 958 2621.8 960 2621.8
962 2621.8 964 2621.8 966 2621.8 968 2621.8 970 2621.8
972 2621.8 974 2621.8 976 2621.8 978 2621.8 980 2621.8
982 2621.8 984 2621.8 986 2621.8 988 2621.8 990 2621.8
992 2621.8 994 2621.8 996 2621.8 998 2621.8 1000 2621.8 1002 2621.8 1004 2621.8 1006 2621.8 1008 2621.8 1010 2621.8 1012 2621.8 1014 2621.8 1016 2621.8 1018 2621.8 1020 2621.8

Page 1604 of 2775 ends

1022 2621.8 1024 2621.8 1026 2621.8 1028 2621.8 1030 2621.8 1032 2621.8 1034 2621.8 1036 2621.8 1038 2621.8 1040 2621.8 1042 2621.8 1044 2621.8 1046 2621.8 1048 2621.8 1050 2621.8 1052 2621.8 1054 2621.8 1056 2621.8 1058 2621.8 1060 2621.8 1062 2621.8 1064 2621.8 1066 2621.8 1068 2621.8 1070 2621.8 1072 2621.8 1074 2621.8 1076 2621.8 1078 2621.8 1080 2621.8 1082 2621.8 1084 2621.8 1086 2622.1 1088 2622.9 1090 2623.6 1092 2624.5 1094 2625.4 1096 2626.4 1098 2627.3 1100 2628.2 1102 2629.1 1104 2629.7 1106 2629.7 1108 2629.8 1110 2629.8 1112 2629.8 1114 2629.8 1116 2629.8 1118 2629.8 1120 2629.8 1122 2629.8 1124 2629.8 1126 2629.8 1128 2629.8 1130 2629.8 1132 2629.8 1134 2629.8 1136 2629.8 1138 2629.8 1140 2629.8 1142 2629.8 1144 2629.8 1146 2629.8 1148 2629.8 1150 2629.8 1152 2629.8 1154 2629.8 1156 2629.8 1158 2629.8 1160 2629.8 1162 2629.8 1164 2629.8 1166 2629.8 1168 2629.8 1170 2629.8 1172 2629.8
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
692 .03 692 .03 1172 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 692 1172 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch E1 (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2627.49 Element

1.67 Wt. n -Val.
2625.62 Reach Len. (ft)
2625.62 Flow Area (sq ft)

0.008590 Area (sq ft)
13530.00 Flow (cfs)
331.66 Top Width (ft)

10.98 Avg. Vel. (ft/s)

3.82 Hydr. Depth (ft)
145981.7 Conv. (cfs)

50.00 Wetted Per. (ft)
2621.80 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.43 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1232.32
1232.32
13530.00
331.66

10.98 3.72
145981.7
333.17

1.98 21.78

30.57 7.30
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3950
INPUT
Description: 3950
Station Elevation Data num= 242
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
694 2628.5 696 2628.5 698 2628.5 700 2628.5 702 2628.5
704 2628.5 706 2628.5 708 2628.4 710 2628.4 712 2628.4
714 2628.4 716 2628.4 718 2628.4 720 2628.4 722 2628.4
724 2628.4 726 2628.4 728 2628.4 730 2628.4 732 2628.4
734 2628.4 736 2628.4 738 2628.4 740 2628.4 742 2628.4
744 2628.4 746 2628.4 748 2628.4 750 2628.4 752 2628.4
754 2628.4 756 2628.2 758 2627.4 760 2626.7 762 2625.8
764 2624.8 766 2623.9 768 2622.9 770 2622 772 2621.1
774 2620.7 776 2620.5 778 2620.5 780 2620.5 782 2620.5
784 2620.5 786 2620.5 788 2620.5 790 2620.5 792 2620.5
794 2620.5 796 2620.5 798 2620.5 800 2620.5 802 2620.5
804 2620.5 806 2620.5 808 2620.5 810 2620.5 812 2620.5
814 2620.5 816 2620.5 818 2620.5 820 2620.5 822 2620.5
824 2620.5 826 2620.5 828 2620.5 830 2620.5 832 2620.5
834 2620.5 836 2620.5 838 2620.5 840 2620.5 842 2620.5

Page 1605 of 2775 ends

844 2620.5 846 2620.5 848 2620.5 850 2620.5 852 2620.5
854 2620.5 856 2620.5 858 2620.5 860 2620.5 862 2620.5
864 2620.5 866 2620.5 868 2620.5 870 2620.5 872 2620.5
874 2620.5 876 2620.5 878 2620.5 880 2620.5 882 2620.5
884 2620.5 886 2620.5 888 2620.5 890 2620.5 892 2620.5
894 2620.5 896 2620.5 898 2620.5 900 2620.5 902 2620.5
904 2620.5 906 2620.5 908 2620.5 910 2620.5 912 2620.5
914 2620.5 916 2620.5 918 2620.5 920 2620.5 922 2620.5
924 2620.5 926 2620.5 928 2620.5 930 2620.5 932 2620.5
934 2620.5 936 2620.5 938 2620.5 940 2620.5 942 2620.5
944 2620.5 946 2620.5 948 2620.5 950 2620.5 952 2620.5
954 2620.5 956 2620.5 958 2620.5 960 2620.5 962 2620.5
964 2620.5 966 2620.5 968 2620.5 970 2620.5 972 2620.5
974 2620.5 976 2620.5 978 2620.5 980 2620.5 982 2620.5
984 2620.5 986 2620.5 988 2620.5 990 2620.5 992 2620.5
994 2620.5 996 2620.5 998 2620.5 1000 2620.5 1002 2620.5 1004 2620.5 1006 2620.5 1008 2620.5 1010 2620.5 1012 2620.5 1014 2620.5 1016 2620.5 1018 2620.5 1020 2620.5 1022 2620.5 1024 2620.5 1026 2620.5 1028 2620.5 1030 2620.5 1032 2620.5 1034 2620.5 1036 2620.5 1038 2620.5 1040 2620.5 1042 2620.5 1044 2620.5 1046 2620.5 1048 2620.5 1050 2620.5 1052 2620.5 1054 2620.5 1056 2620.5 1058 2620.5 1060 2620.5 1062 2620.5 1064 2620.5 1066 2620.5 1068 2620.5 1070 2620.5 1072 2620.5 1074 2620.5 1076 2620.5 1078 2620.5 1080 2620.5 1082 2620.5 1084 2620.6 1086 2620.9 1088 2621.6 1090 2622.3 1092 2623.2 1094 2624.1 1096 2625 1098 2626 1100 2626.9 1102 2627.7 1104 2628.2 1106 2628.3 1108 2628.5 1110 2628.5 1112 2628.5 1114 2628.5 1116 2628.5 1118 2628.5 1120 2628.5 1122 2628.5 1124 2628.5 1126 2628.5 1128 2628.5 1130 2628.5 1132 2628.5 1134 2628.5 1136 2628.5 1138 2628.5 1140 2628.5 1142 2628.5 1144 2628.5 1146 2628.5 1148 2628.5 1150 2628.5 1152 2628.5 1154 2628.5 1156 2628.5 1158 2628.5 1160 2628.5 1162 2628.5 1164 2628.5 1166 2628.5 1168 2628.5 1170 2628.5 1172 2628.5 1174 2628.5 1176 2628.5
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
694 .03 694 .03 1176 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 694 1176 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (c£s)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2626.22 Element

1.88 Wt. n -Val.
2624.34 Reach Len. (ft)
2624.34 Flow Area (sq ft)

0.008571 Area (sq ft)
13530.00 Flow (cfs)
329.49 Top Width (ft)

11.00 Avg. Vel. (ft/s)

3.84 Hydr. Depth (ft)
146145.3 Conv. (cfs)

50.00 Wetted Per. (ft)
2620.50 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.43 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1229.86
1229.86
13530.00
329.49

11.00 3.73
146145.3
330.96

1.99 21.87

29.15 6.92
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3900
INPUT

Page 1606 of 2775 ends

Description: 3900
Station Elevation
Sta Elev
700 2627.2
710 2627.2
720 2627.2
730 2627.2
740 2627.1
750 2627.1
760 2626.6
770 2622.4
780 2619.2
790 2619.2
800 2619.2
810 2619.2
820 2619.2
830 2619.2
840 2619.2
850 2619.2
860 2619.2
870 2619.2
880 2619.2
890 2619.2
900 2619.2
910 2619.2
920 2619.2
930 2619.2
940 2619.2
950 2619.2
960 2619.2
970 2619.2
980 2619.2
990 2619.2
1000 2619.2
1010 2619.2
1020 2619.2
1030 2619.2
1040 2619.2
1050 2619.2
1060 2619.2
1070 2619.2
1080 2619.2
1090 2620.9
1100 2625.4
1110 2627.2
1120 2627.2
1130 2627.2
1140 2627.2
1150 2627.2
1160 2627.2
1170 2627.2
Manning's n Values
Sta n Val
700 .03
Data num= 240
Sta Elev Sta Elev Sta Elev Sta
702 2627.2 704 2627.2 706 2627.2 708
712 2627.2 714 2627.2 716 2627.2 718
722 2627.2 724 2627.2 726 2627.2 728
732 2627.1 734 2627.1 736 2627.1 738
742 2627.1 744 2627.1 746 2627.1 748
752 2627.1 754 2627.1 756 2627.1 758
762 2626 764 2625.2 766 2624.3 768
772 2621.5 774 2620.5 776 2619.6 778
782 2619.2 784 2619.2 786 2619.2 788
792 2619.2 794 2619.2 796 2619.2 798
802 2619.2 804 2619.2 806 2619.2 808
812 2619.2 814 2619.2 816 2619.2 618
822 2619.2 824 2619.2 826 2619.2 828
832 2619.2 834 2619.2 836 2619.2 838
842 2619.2 844 2619.2 846 2619.2 848
852 2619.2 854 2619.2 856 2619.2 858
862 2619.2 864 2619.2 866 2619.2 868
872 2619.2 874 2619.2 876 2619.2 878
882 2619.2 884 2619.2 886 2619.2 888
892 2619.2 894 2619.2 896 2619.2 898
902 2619.2 904 2619.2 906 2619.2 908
912 2619.2 914 2619.2 916 2619.2 918
922 2619.2 924 2619.2 926 2619.2 928
932 2619.2 934 2619.2 936 2619.2 938
942 2619.2 944 2619.2 946 2619.2 948
952 2619.2 954 2619.2 956 2619.2 958
962 2619.2 964 2619.2 966 2619.2 968
972 2619.2 974 2619.2 976 2619.2 978
982 2619.2 984 2619.2 986 2619.2 988
992 2619.2 994 2619.2 996 2619.2 998
1002 2619.2 1004 2619.2 1006 2619.2 1008
1012 2619.2 1014 2619.2 1016 2619.2 1018
1022 2619.2 1024 2619.2 1026 2619.2 1028
1032 2619.2 1034 2619.2 1036 2619.2 1038
1042 2619.2 1044 2619.2 1046 2619.2 1048
1052 2619.2 1054 2619.2 1056 2619.2 1058
1062 2619.2 1064 2619.2 1066 2619.2 1068
1072 2619.2 1074 2619.2 1076 2619.2 1078
1082 2619.2 1084 2619.2 1086 2619.6 1088
1092 2621.8 1094 2622.7 1096 2623.6 1098
1102 2626.3 1104 2626.6 1106 2627.2 1108
1112 2627.2 1114 2627.2 1116 2627.2 1118
1122 2627.2 1124 2627.2 1126 2627.2 1128
1132 2627.2 1134 2627.2 1136 2627.2 1138
1142 2627.2 1144 2627.2 1146 2627.2 1148
1152 2627.2 1154 2627.2 1156 2627.2 1158
1162 2627.2 1164 2627.2 1166 2627.2 1168
1172 2627.2 1174 2627.2 1176 2627.2 1178
num=
Sta n Val
700 .03
Bank Sta: Left Right
700 1178
3 Sta n Val
1178 .03
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
2624.95

1.89 2623.06
2623.06

0.008556
13530.00
326.27

11.04 3.86
146271.0

50.00 2619.20

1.00 Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Elev
2627.2
2627.2.
2627.2
2627.1
2627.1
2627.1
2623.3
2619.3
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2619.2
2620.1
2624.5
2627.2
2627.2
2627.2
2627.2
2627.2
2627.2
2627.2
2627.2
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1225:76
1225.76
13530.00
326.27

11.04 3.76
146271.0
327.78

2.00 22.05

Page 1607 of 2775 ends

Frctn Loss (ft)
C & E Loss (ft)

0.43 Cum Volume (acre -ft) 27.75

0.00 Cum SA (acres) 6.54
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3850
INPUT
Description: 3850
Station Elevation Data num= 241
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
702 2625.9 704 2625.9 706 2625.9 708 2625.9 710 2625.9
712 2625.9 714 2625.9 716 2625.9 718 2625.9 720 2625.9
722 2625.9, 724 2625.9 726 2625.9 728 2625.9 730 2625.9 732 2625.9 734 2625.9 736 2625.9 738 2625.9 740 2625.9
742 2625.9 744 2625.9 746 2625.9 748 2625.9 750 2625.9
752 2625.9 754 2625.9 756 2625.9 758 2625.9 760 2625.9
762 2625.9 764 2625.3 766 2624.9 768 2624 770 2623.1
772 2622.2 774 2621.3 776 2620.4 778 2619.5 780 2618.6
782 2618.2 784 2617.9 786 2617.9 788 2617.9 790 2617.9
792 2617.9 794 2617.9 796 2617.9 798 2617.9 800 2617.9
802 2617.9 804 2617.9 806 2617.9 808 2617.9 810 2617.9
812 2617.9 814 2617.9 816 2617.9 818 2617.9 820 2617.9
822 2617.9 824 2617.9 826 2617.9 828 2617.9 830 2617.9
832 2617.9 834 2617.9 836 2617.9 838 2617.9 840 2617.9
842 2617.9 844 2617.9 846 2617.9 848 2618 850 2618
852 2618 854 2618 856 2618 858 2618 860 2618
862 2618 864 2618 866 2618 868 2618 870 2618
872 2618 874 2618 876 2618 878 2618 880 2618
882 2618 884 2618 886 2618 888 2618 890 ;618
892 2618 894 2618 896 2618 898 2618 900 2618
902 2618 904 2618 906 2618 908 2618 910 2618
912 2618 914 2618 916 2618 918 2618 920 2618
922 2618 924 2618 926 2618 928 2618 930 2618
932 2618 934 2618 936 2618 938 2617.9 940 2617.9
942 2617.9 944 2617.9 946 2617.9 948 2617.9 950 2617.9
952 2617.9 954 2617.9 956 2617.9 958 2617.9 960 2617.9
962 2617.9 964 2617.9 966 2617.9 968 2617.9 970 2617.9
972 2617.9 974 2617.9 976 2617.9 978 2617.9 980 2617.9
982 2617.9 984 2617.9 986 2617.9 988 2617.9 990 2617.9
992 2617.9 994 2617.9 996 2617.9 998 2617.9 1000 2617.9 1002 2617.9 1004 2617.9 1006 2617.9 1008 2617.9 1010 2617.9 1012 2617.9 1014 2617.9 1016 2617.9 1018 2617.9 1020 2617.9 1022 2617.9 1024 2617.9 1026 2617.9 1028 2617.9 1030 2617.9 1032 2617.9 1034 2617.9 1036 2617.9 1038 2617.9 1040 2617.9 1042 2617.9 1044 2617.9 1046 2617.9 1048 2617.9 1050 2617.9 1052 2617.9 1054 2617.9 1056 2617.9 1058 2617.9 1060 2617.9 1062 2617.9 1064 2617.9 1066 2617.9 1068 2617.9 1070 2617.9 1072 2617.9 1074 2617.9 1076 2617.9 1078 2617.9 1080 2617.9 1082 2617.9 1084 2618 1086 2618.1 1088 2618.8 1090 2619.5 1092 2620.3 1094 2621.2 1096 2622.1 1098 2622.9 1100 2623.8 1102 2624.6 1104 2625.4 1106 2625.7 1108 2625.9 1110 2625.9 1112 2625.9 1114 2625.9 1116 2625.9 1118 2625.9 1120 2625.9 1122 2625.9 1124 2625.9 1126 2625.9 1128 2625.9 1130 2625.9 1132 2625.9 1134 2625.9 1136 2625.9 1138 2625.9 1140 2625.9 1142 2625.9 1144 2625.9 1146 2625.9 1148 2625.9 1150 2625.9 1152 2625.9 1154 2625.9 1156 2625.9 1158 2625.9 1160 2625.9 1162 2625.9 1164 2625.9 1166 2625.9 1168 2625.9 1170 2625.9 1172 2625.9 1174 2625.9 1176 2625.9 1178 2625.9 1180 2625.9 1182 2625.9
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
702 .03 702 .03 1182 .03

Page 1608 of 2775 ends

Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 702 1182 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2623.73 Element

1.90 Wt. n -Val.
2621.83 Reach Len. (ft)
2621.83 Flow Area (sq ft)

0.008524 Area (sq ft)
13530.00 Flow (cfs)
322.57 Top Width (ft)

11.08 Avg. Vel. (ft/s)

3.93 Hydr. Depth (ft)
146547.4 Conv. (cfs)

50.00 Wetted Per. (ft)
2617.90 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.43 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1221.55
1221.55
13530.00
322.57

11.08 3.79
146547.4
324.06

2.01 22.22

26.34 6.17
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3800
INPUT
Description: 3800
Station Elevation Data num= 242
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
706 2624.5 708 2624.6 710 2624.6 712 2624.6 714 2624.6
716 2624.6 718 2624.6 720 2624.6 722 2624.6 724 2624.6
726 2624.6 728 2624.6 730 2624.6 732 2624.6 734 2624.6
736 2624.6 738 2624.6 740 2624.6 742 2624.6 744 2624.6
746 2624.6 748 2624.6 750 2624.6 752 2624.6 754 2624.6
756 2624.6 758 2624.6 760 2624.6 762 2624.6 764 2624.6
766 2624.6 768 2624.2 770 2623.4 772 2622.8 774 2621.9
776 2621 778 2620.2 780 2619.3 782 2618.4 784 2617.5
786 2616.9 788 2616.9 790 2616.6 792 2616.6 794 2616.6
796 2616.6 798 2616.6 800 2616.6 802 2616.6 804 2616.6
806 2616.6 808 2616.6 810 2616.6 812 2616.6 814 2616.6
816 2616.6 818 2616.6 820 2616.6 622 2616.6 824 2616.6
826 2616.6 828 2616.6 830 2616.6 832 2616.6 834 2616.7
836 2616.7 838 2616.7 840 2616.7 842 2616.7 844 2616.7
846 2616.7 848 2616.7 850 2616.7 852 2616.7 854 2616.7
856 2616.7 858 2616.7 860 2616.7 862 2616.7 864 2616.7
866 2616.7 868 2616.7 870 2616.7 872 2616.7 874 2616.7
876 2616.7 878 2616.7 880 2616.7 882 2616.7 884 2616.7
886 2616.7 888 2616.7 890 2616.7 892 2616.7 894 2616.7
896 2616.7 898 2616.7 900 2616.7 902 2616.7 904 2616.7
906 2616.7 908 2616.7 910 2616.7 912 2616.7 914 2616.7
916 2616.7 918 2616.7 920 2616.7 922 2616.7 924 2616.7
926 2616.7 928 2616.7 930 2616.7 932 2616.7 934 2616.7
936 2616.7 938 2616.7 940 2616.7 942 2616.7 944 2616.7
946 2616.7 948 2616.7 950 2616.7 952 2616.7 954 2616.7
956 2616.7 958 2616.7 960 2616.7 962 2616.7 964 2616.7
966 2616.7 968 2616.7 970 2616.7 972 2616.7 974 2616.7
976 2616.7 978 2616.7 980 2616.7 982 2616.7 984 2616.7
986 2616.7 988 2616.7 990 2616.7 992 2616.7 994 2616.7
996 2616.7 998 2616.7 1000 2616.7 1002 2616.7 1004 2616.7 1006 2616.7 1008 2616.7 1010 2616.7 1012 2616.7 1014 2616.7 1016 2616.7 1018 2616.6 1020 2616.6 1022 2616.6 1024 2616.6 1026 2616.6 1028 2616.6 1030 2616.6 1032 2616.6 1034 2616.6 1036 2616.6 1038 2616.6 1040 2616.6 1042 2616.6 1044 2616.6 1046 2616.6 1048 2616.6 1050 2616.6 1052 2616.6 1054 2616.6 1056 2616.6 1058 2616.6 1060 2616.6 1062 2616.6 1064 2616.6

Page 1609 of 2775 ends

1066 2616.6 1068 2616.6 1070 2616.6 1072 2616.6 1074 2616.6 1076 2616.6 1078 2616.6 1080 2616.6 1082 2616.6 1084 2616.6 1086 2617 1088 2617.3 1090 2618 1092 2618.9 1094 2619.7 1096 2620.5 1098 2621.4 1100 2622.2 1102 2623.1 1104 2623.7 1106 2624.2 1108 2624.4 1110 2624.5 1112 2624.5 1114 2624.5 1116 2624.5 1118 2624.5 1120 2624.5 1122 2624.5 1124 2624.6 1126 2624.6 1128 2624.6 1130 2624.6 1132 2624.6 1134 2624.6 1136 2624.6 1138 2624.6 1140 2624.6 1142 2624.6 1144 2624.6 1146 2624.6 1148 2624.6 1150 2624.6 1152 2624.6 1154 2624.6 1156 2624.6 1158 2624.6 1160 2624.6 1162 2624.6 1164 2624.6 1166 2624.6 1168 2624.6 1170 2624.6 1172 2624.6 1174 2624.6 1176 2624.6 1178 2624.6 1180 2624.6 1182 2624.6 1184 2624.6 1186 2624.6 1188 2624.6
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
706 .03 706 .03 1188 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 706 1188 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2622.51 Element

1.92 Wt. n -Val.
2620.59 Reach Len. (ft)
2620.59 Flow Area (sq ft)

0.008532 Area (sq ft)
13530.00 Flow (cfs)
319.19 Top Width (ft)

11.13 Avg. Vel. (ft/s)

3.99 Hydr. Depth (ft)
146474.8 Conv. (cfs)

50.00 Wetted Per. (ft)
2616.60 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.43 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB

50.00 Channel Right 0B

0.030

50.00 50.00
1216.05
1216.05
13530.00
319.19

11.13 3.81
146474.8
320.66

2.02 22.48

24.94 5.80
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3750
INPUT
Description: 3750
Station Elevation Data num= 239
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
714 2623.3 716 2623.3 718 2623.3 720 2623.3 722 2623.3
724 2623.3 726 2623.3 728 2623.3 730 2623.3 732 2623.3
734 2623.3 736 2623.3 738 2623.3 740 2623.3 742 2623.3
744 2623.3 746 2623.3 748 2623.3 750 2623.3 752 2623.3
754 2623.3 756 2623.3 758 2623.3 760 2623.3 762 2623.3
764 2623.3 766 2623.3 768 2623.3 770 2623.3 772 2623.1
774 2622.4 776 2621.6 778 2620.8 780 2619.9 782 2619
784 2618.2 786 2617.3 788 2616.4 790 2615.6 792 2615.4
794 2615.4 796 2615.3 798 2615.3 800 2615.3 802 2615.3
804 2615.3 806 2615.3 808 2615.3 810 2615.3 812 2615.3
814 2615.3 816 2615.3 818 2615.3 820 2615.3 822 2615.3
824 2615.4 826 2615.4 828 2615.4 830 2615.4 832 2615.4
834 2615.4 836 2615.4 838 2615.4 840 2615.4 842 2615.4
844 2615.4 846 2615.4 848 2615.4 850 2615.4 852 2615.4
854 2615.4 856 2615.4 858 2615.4 860 2615.4 862 2615.4
864 2615.4 866 2615.4 868 2615.4 870 2615.4 872 2615.4
874 2615.4 876 2615.4 878 2615.4 880 2615.4 882 2615.4
884 2615.4 886 2615.4 888 2615.4 890 2615.4 892 2615.5

Page 1610 of 2775 ends

894 2615.5 896 2615.5 898 2615.5 900 2615.5 902 2615.5
904 2615.5 906 2615.5 908 2615.5 910 2615.5 912 2615.5
914 2615.5 916 2615.5 918 2615.5 920 2615.5 922 2615.5
924 2615.5 926 2615.5 928 2615.5 930 2615.5 932 2615.5
934 2615.5 936 2615.5 938 2615.5 940 2615.5 942 2615.5
944 2615.5 946 2615.5 948 2615.5 950 2615.5 952 2615.5
954 2615.5 956 2615.5 958 2615.5 960 2615.5 962 2615.5
964 2615.5 966 2615.5 968 2615.5 970 2615.5 972 2615.5
974 2615.5 976 2615.4 978 2615.4 980 2615.4 982 2615.4
984 2615.4 986 2615.4 988 2615.4 990 2615.4 992 2615.4
994 2615.4 996 2615.4 998 2615.4 1000 2615.4 1002 2615.4 1004 2615.4 1006 2615.4 1008 2615.4 1010 2615.4 1012 2615.4 1014 2615.4 1016 2615.4 1018 2615.4 1020 2615.4 1022 2615.4 1024 2615.4 1026 2615.4 1028 2615.4 1030 2615.4 1032 2615.4 1034 2615.4 1036 2615.4 1038 2615.4 1040 2615.4 1042 2615.4 1044 2615.4 1046 2615.4 1048 2615.4 1050 2615.4 1052 2615.4 1054 2615.4 1056 2615.3 1058 2615.3 1060 2615.3 1062 2615.3 1064 2615.3 1066 2615.3 1068 2615.3 1070 2615.3 1072 2615.3 1074 2615.3 1076 2615.3 1078 2615.3 1080 2615.3 1082 2615.3 1084 2615.4 1086 2615.5 1088 2615.9 1090 2616.6 1092 2617.4 1094 2618.2 1096 2619 1098 2619.9 1100 2620.7 1102 2621.5 1104 2622.3 1106 2622.9 1108 2623.2 1110 2623.2 1112 2623.2 1114 2623.2 1116 2623.2 1118 2623.2 1120 2623.2 1122 2623.2 1124 2623.2 1126 2623.2 1128 2623.3 1130 2623.3 1132 2623.3 1134 2623.3 1136 2623.3 1138 2623.3 1140 2623.3 1142 2623.3 1144 2623.3 1146 2623.3 1148 2623.3 1150 2623.3 1152 2623.3 1154 2623.3 1156 2623.3 1158 2623.3 1160 2623.3 1162 2623.3 1164 2623.3 1166 2623.3 1168 2623.3 1170 2623.3 1172 2623.3 1174 2623.3 1176 2623.3 1178 2623.3 1180 2623.3 1182 2623.3 1184 2623.3 1186 2623.3 1188 2623.3 1190 2623.3
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
714 .03 714 .03 1190 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 714 1190 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2621.31 Element

1.94 Wt. n -Val.
2619.37 Reach Len. (ft)
2619.37 Flow Area (sq ft)

0.008518 Area (sq ft)
13530.00 Flow (cfs)
315.64 Top Width (ft)

11.17 Avg. Vel. (ft/s)

4.07 Hydr. Depth (ft)
146601.7 Conv. (cfs)

50.00 Wetted Per. (ft)
2615.30 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.42 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1211.32
1211.32
13530.00
315.64

11.17 3.84
146601.7
317.14

2.03 22.69

23.55 5.44
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3700
INPUT
Description: 3700
Station Elevation Data num= 240
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
722 2622.1 724 2622.1 726 2622.1 728 2622.1 730 2622.1

Page 1611 of 2775 ends

732
742
752
762
772
782
792
802
812
822
832
842
852
862
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
1152
1162
1172
1182
1192
2622.1
2622.1
2622.1
2622.1
2622.1
2620.7
2616.3
2614.1
2614.1
2614.1
2614.1
2614.1
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.1
2614.1
2614.1
2614.1
2614.1
2616.2
2620.4
2622
2622
2622
2622
2622.1
2622.1
2622.1
2622.1
2622.1
Manning's n Values
Sta n Val
722 .03
Bank Sta: Left
722
734
744
754
764
774
784
794
804
814
824
834
844
854
864
874
884
894
904
914
924
934
944
954
964
974
984
994
1004
1014
1024
1034
1044
1054
1064
1074
1084
1094
1104
1114
1124
1134
1144
1154
1164
1174
1184
1194
2622.1
2622.1
2622.1
2622.1
2622.1
2619.8
2615.4
2614.1
2614.1
2614.1
2614.1
2614.1
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.1
2614.1
2614.1
2614.1
2614.1
2614.1
2617.1
2621.1
2622
2622
2622
2622
2622.1
2622.1
2622.1
2622.1
2622.1
num=
Sta n Val
722 .03
736
746
756
766
776
786
796
806
816
826
836
846
856
866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
1146
1156
1166
1176
1186
1196
2622.1
2622.1
2622.1
2622.1
2622.1
2618.9
2614.9
2614.1
2614.1
2614.1
2614.1
2614.1
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.1
2614.1
2614.1
2614.1
2614.1
2614.2
2617.9
2621.7
2622
2622
2622
2622.1
2622.1
2622.1
2622.1
2622.1
2622.1
3 Sta n Val
1200 .03
Right Lengths: Left Channel
1200 50 50

1.96 2618.19
2618.19

0.008455
13530.00
309.14

11.24 4.09
147142.2

50.00 2614.10

1.00 0.42

0.00 1
738
748
756
768
778
788
798
808
818
828
838
848
858
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
1148
1158
1168
1178
1188
1198
Right
50 2622.1
2622.1
2622.1
2622.1
2621.7
2618
2614.4
2614.1
2614.1
2614.1
2614.1
2614.1
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.1
2614.1
2614.1
2614.1
2614.1
2614.6
2618.7
2621.8
2622
2622
2 622
2622.1
2622.1
2622.1
2622.1
2622.1
2622.1
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Cony. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
740
750
760
770
780
790
800
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
1180
1190
1200
2622.1
2622.1
2622.1
2622.1
2621.3
2617.2
2614.1
2614.1
2614.1
2614.1
2614.1
2614.1
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.2
2614.1
2614.1
2614.1
2614.1
2614.1
2615.5
2619.5
2622
2622
2 622
2622
2622.1
2622.1
2622.1
2622.1
2622.1
2622.1
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1203.97
1203.97
13530.00
309.14

11.24 3.89
147142.2
310.63

2.05 22.99

22.16 5.08

Page 1612 of 2775 ends

Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3650
INPUT
Description: 3650
Station Elevation Data num= 241
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
726 2620.9 728 2620.9 730 2620.9 732 2620.9 734 2620.9
736 2620.9 738 2620.9 740 2620.9 742 2620.9 744 2620.9
746 2620.9 748 2620.9 750 2620.9 752 2620.9 754 2620.9
756 2620.9 758 2620.9 760 2620.9 762 2620.9 764 2620.9
766 2620.9 768 2620.9 770 2620.9 772 2620.9 774 2620.9
776 2620.9 776 2620.9 780 2620.9 782 2620.9 784 2620.9
766 2620.7 788 2620 790 2619.2 792 2618.3 794 2617.4
796 2616.5 79B 2615.6 800 2614.7 802 2613.9 804 2613.1
806 2612.9 808 2612.9 810 2612.9 812 2612.9 814 2612.9
816 2612.9 818 2612.9 820 2612.9 822 2612.9 824 2612.9
826 2612.9 828 2612.9 830 2612.9 832 2612.9 834 2612.9
836 2612.9 838 2612.9 640 2612.9 842 2612.9 844 2612.9
846 2612.9 848 2612.9 850 2612.9 852 2612.9 854 2612.9
856 2612.9 858 2612.9 860 2612.9 862 2612.9 864 2612.9
866 2612.9 868 2612.9 870 2612.9 872 2612.9 874 2612.9
876 2612.9 878 2612.9 880 2612.9 882 2612.9 884 2613
886 2613 888 2613 890 2613 892 2613 894 2613
896 2613 898 2613 900 2613 902 2613 904 2613
906 2613 908 2613 910 2613 912 2613 914 2613
916 2613 918 2613 920 2613 922 2613 924 2613
926 2613 928 2613 930 2613 932 2613 934 2613
936 2613 938 2613 940 2613 942 2613 944 2613
946 2613 948 2613 950 2613 952 2613 954 2613
956 2613 958 2613 960 2613 962 2613 964 2613
966 2613 968 2613 970 2613 972 2613 974 2613
976 2613 978 2613 980 2613 982 2613 984 2613
986 2613 988 2613 990 2613 992 2613 994 2613
996 2613 998 2613 1000 2613 1002 2613 1004 2613
1006 2613 1008 2613 1010 2613 1012 2613 1014 2613
1016 2613 1018 2613 1020 2613 1022 2613 1024 2613
1026 2613 1028 2613 1030 2613 1032 2613 1034 2613
1036 2613 1038 2613 1040 2613 1042 2613 1044 2613
1046 2613 1048 2613 1050 2612.9 1052 2612.9 1054 2612.9 1056 2612.9 1058 2612.9 1060 2612.9 1062 2612.9 1064 2612.9 1066 2612.9 1068 2612.9 1070 2612.9 1072 2612.9 1074 2612.9 1076 2612.9 1078 2612.9 1080 2612.9 1082 2612.9 1084 2612.9 1086 2613.1 1088 2613.8 1090 2614.3 1092 2615.1 1094 2616 1096 2616.6 1098 2617.7 1100 2618.5 1102 2619.3 1104 2620.1 1106 2620.4 1108 2620.8 1110 2620.8 1112 2620.9 1114 2620.9 1116 2620.9 1118 2620.9 1120 2620.9 1122 2620.9 1124 2620.9 1126 2620.9 1128 2620.9 1130 2620.9 1132 2620.9 1134 2620.9 1136 2620.9 1138 2620.9 1140 2620.9 1142 2620.9 1144 2620.9 1146 2620.9 1148 2620.9 1150 2620.9 1152 2620.9 1154 2620.9 1156 2620.9 1158 2620.9 1160 2620.9 1162 2620.9 1164 2620.9 1166 2620.9 1168 2620.9 1170 2620.9 1172 2620.9 1174 2620.9 1176 2620.9 1178 2620.9 1180 2620.9 1182 2620.9 1184 2620.9 1186 2620.9 1188 2620.9 1190 2620.9 1192 2620.9 1194 2620.9 1196 2620.9 1198 2620.9 1200 2620.9 1202 2620.9 1204 2620.9 1206 2620.9
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
726 .03 726 .03 1206 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 726 1206 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1

Page 1613 of 2775 ends

E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2619.04 Element

2.00 Wt. n -Val.
2617.05 Reach Len. (ft)
2617.05 Flow Area (sq ft)

0.008433 Area (sq ft)
13530.00 Flow (cfs)
301.77 Top Width (ft)

11.34 Avg. Vel. (ft/s)

4.15 Hydr. Depth (ft)
147334.9 Conv. (cfs)

50.00 Wetted Per. (ft)
2612.90 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.42 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1193.52
1193.52
13530.00
301.77

11.34 3.96
147334.9
303.34

2.07 23.48

20.79 4.73
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3600
INPUT
Description: 3600
Station Elevation Data num= 243
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
734 2619.7 736 2619.7 738 2619.7 740 2619.7 742 2619.7
744 2619.7 746 2619.7 748 2619.7 750 2619.7 752 2619.7
754 2619.7 756 2619.7 758 2619.7 760 2619.7 762 2619.7
764 2619.7 766 2619.7 768 2619.7 770 2619.7 772 2619.7
774 2619.7 776 2619.7 778 2619.7 780 2619.7 782 2619.7
784 2619.7 786 2619.7 788 2619.7 790 2619.7 792 2619.5
794 2619.1 796 2618.4 798 2617.6 600 2616.7 802 2615.8
804 2614.9 806 2614 808 2613.1 810 2612.4 812 2612
814 2611.8 816 2611.7 818 2611.7 820 2611.7 822 2611.7
824 2611.7 826 2611.7 828 2611.7 830 2611.7 832 2611.7
834 2611.7 636 2611.7 838 2611.7 840 2611.7 842 2611.7
844 2611.7 846 2611.7 848 2611.7 850 2611.7 852 2611.7
854 2611.7 856 2611.7 858 2611.7 860 2611.7 862 2611.7
864 2611.7 866 2611.7 868 2611.7 870 2611.7 872 2611.7
874 2611.7 876 2611.7 878 2611.7 880 2611.7 882 2611.7
884 2611.7 886 2611.7 888 2611.7 890 2611.7 892 2611.7
894 2611.7 896 2611.7 898 2611.7 900 2611.7 902 2611.7
904 2611.7 906 2611.7 908 2611.7 910 2611.7 912 2611.7
914 2611.7 916 2611.7 918 2611.7 920 2611.7 922 2611.8
924 2611.8 926 2611.8 928 2611.8 930 2611.8 932 2611.8
934 2611.8 936 2611.8 938 2611.8 940 2611.8 942 2611.8
944 2611.8 946 2611.8 948 2611.8 950 2611.8 952 2611.8
954 2611.8 956 2611.8 958 2611.8 960 2611.8 962 2611.8
964 2611.8 966 2611.8 968 2611.8 970 2611.8 972 2611.8
974 2611.8 976 2611.8 978 2611.8 980 2611.8 982 2611.8
984 2611.8 986 2611.8 988 2611.8 990 2611.8 992 2611.8
994 2611.8 996 2611.8 998 2611.8 1000 2611.8 1002 2611.8 1004 2611.8 1006 2611.8 1008 2611.8 1010 2611.8 1012 2611.8 1014 2611.8 1016 2611.8 1018 2611.8 1020 2611.8 1022 2611.8 1024 2611.8 1026 2611.8 1028 2611.8 1030 2611.8 1032 2611.8 1034 2611.8 1036 2611.8 1036 2611.8 1040 2611.8 1042 2611.8 1044 2611.8 1046 2611.8 1048 2611.8 1050 2611.8 1052 2611.8 1054 2611.8 1056 2611.8 1058 2611.8 1060 2611.8 1062 2611.8 1064 2611.8 1066 2611.8 1068 2611.8 1070 2611.8 1072 2611.7 1074 2611.7 1076 2611.7 1078 2611.7 1080 2611.7 1082 2611.7 1084 2611.7 1086 2611.8 1088 2612.4 1090 2613.2 1092 2614 1094 2614.9 1096 2615.7 1098 2616.6 1100 2617.5 1102 2618.3 1104 2618.8 1106 2619.5 1108 2619.7 1110 2619.7 1112 2619.7 1114 2619.7 1116 2619.7 1118 2619.7 1120 2619.7 1122 2619.7 1124 2619.7 1126 2619.7 1128 2619.7 1130 2619.7 1132 2619.7

Page 1614 of 2775 ends

1134 2619.7 1136 2619.7 1138 2619.7 1140 2619.7 1142 2619.7 1144 2619.7 1146 2619.7 1148 2619.7 1150 2619.7 1152 2619.7 1154 2619.7 1156 2619.7 1158 2619.7 1160 2619.7 1162 2619.7 1164 2619.7 1166 2619.7 1168 2619.7 1170 2619.7 1172 2619.7 1174 2619.7 1176 2619.7 1178 2619.7 1180 2619.7 1182 2619.7 1184 2619.7 1186 2619.7 1188 2619.7 1190 2619.7 1192 2619.7 1194 2619.7 1196 2619.7 1198 2619.7 1200 2619.7 1202 2619.7 1204 2619.7 1206 2619.7 1208 2619.7 1210 2619.7 1212 2619.7 1214 2619.7 1216 2619.7 1218 2619.7
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
734 .03 734 .03 1218 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 734 1218 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2617.94 Element

2.03 Wt. n -Val.
2615.91 Reach Len. (ft)
2615.91 Flow Area (sq ft)

0.008396 Area (sq ft)
13530.00 Flow (cfs)
294.72 Top Width (ft)

11.43 Avg. Vel. (ft/s)

4.21 Hydr. Depth (ft)
147663.5 Cony. (cfs)

50.00 Wetted Per. (ft)
2611.70 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.42 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1183.94
1183.94
13530.00
294.72

11.43 4.02
147663.5
296.30

2.09 23.93

19.42 4.39
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3550
INPUT
Description: 3550
Station Elevation Data num= 246
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
738 2618.5 740 2618.5 742 2618.5 744 2618.5 746 2618.5
748 2618.5 750 2618.5 752 2618.5 754 2618.5 756 2618.5
758 2618.5 760 2618.5 762 2618.5 764 2618.5 766 2618.5
768 2618.5 770 2618.5 772 2618.5 774 2618.5 776 2618.5
778 2618.5 780 2618.5 782 2618.5 784 2618.5 786 2618.5
788 2618.5 790 2618.6 792 2618.6 794 2618.6 796 2618.6
798 2618.4 800 2618.3 802 2617.9 804 2617 806 2616.1
808 2615.2 810 2614.2 812 2613.3 814 2612.4 816 2611.7
818 2610.9 820 2610.5 822 2610.5 824 2610.5 826 2610.5
828 2610.5 830 2610.5 832 2610.5 834 2610.5 836 2610.5
838 2610.5 840 2610.5 842 2610.5 844 2610.5 846 2610.5
848 2610.5 850 2610.5 852 2610.5 854 2610.5 856 2610.5
858 2610.5 860 2610.5 862 2610.5 864 2610.5 866 2610.5
868 2610.5 870 2610.5 872 2610.5 874 2610.5 876 2610.5
878 2610.5 880 2610.5 882 2610.5 884 2610.5 886 2610.5
888 2610.5 890 2610.5 892 2610.5 894 2610.5 896 2610.5
898 2610.5 900 2610.5 902 2610.5 904 2610.5 906 2610.5
908 2610.5 910 2610.5 912 2610.5 914 2610.5 916 2610.5
918 2610.5 920 2610.5 922 2610.5 924 2610.5 926 2610.5
928 2610.6 930 2610.6 932 2610.6 934 2610.6 936 2610.6
938 2610.6 940 2610.6 942 2610.6 944 2610.6 946 2610.6
948 2610.6 950 2610.6 952 2610.6 954 2610.6 956 2610.6

Page 1615 of 2775 ends

958 2610.6 960 2610.6 962 2610.6 964 2610.6 966 2610.6
968 2610.6 970 2610.6 972 2610.6 974 2610.6 976 2610.6
978 2610.6 980 2610.6 982 2610.6 984 2610.6 986 2610.6
988 2610.6 990 2610.6 992 2610.6 994 2610.6 996 2610.6
998 2610.6 1000 2610.6 1002 2610.6 1004 2610.6 1006 2610.6 1008 2610.6 1010 2610.6 1012 2610.6 1014 2610.6 1016 2610.6 1018 2610.6 1020 2610.6 1022 2610.6 1024 2610.6 1026 2610.6 1028 2610.6 1030 2610.6 1032 2610.6 1034 2610.6 1036 2610.6 1038 2610.6 1040 2610.6 1042 2610.6 1044 2610.6 1046 2610.6 1048 2610.6 1050 2610.6 1052 2610.6 1054 2610.6 1056 2610.6 1058 2610.6 1060 2610.6 1062 2610.6 1064 2610.6 1066 2610.6 1068 2610.6 1070 2610.6 1072 2610.6 1074 2610.6 1076 2610.6 1078 2610.6 1080 2610.6 1082 2610.6 1084 2610.6 1086 2610.8 1088 2611.3 1090 2612 1092 2612.9 1094 2613.8 1096 2614.7 1098 2615.5 1100 2616.4 1102 2617.3 1104 2618 1106 2618.4 1108 2618.5 1110 2618.5 1112 2618.5 1114 2618.5 1116 2618.5 1118 2618.5 1120 2618.5 1122 2618.5 1124 2618.5 1126 2618.5 1128 2618.5 1130 2618.5 1132 2618.5 1134 2618.5 1136 2618.5 1138 2618.5 1140 2618.5 1142 2618.5 1144 2618.5 1146 2618.5 1148 2618.5 1150 2618.5 1152 2618.5 1154 2618.5 1156 2618.5 1158 2618.5 1160 2618.5 1162 2618.5 1164 2618.5 1166 2618.5 1168 2618.5 1170 2618.5 1172 2618.5 1174 2618.5 1176 2618.5 1178 2618.5 1180 2618.5 1182 2618.5 1184 2618.5 1186 2618.5 1188 2618.5 1190 2618.5 1192 2618.5 1194 2618.5 1196 2618.5 1198 2618.5 1200 2618.5 1202 2618.5 1204 2618.5 1206 2618.5 1208 2618.5 1210 2618.5 1212 2618.5 1214 2618.5 1216 2618.5 1218 2618.6 1220 2618.6 1222 2618.6 1224 2618.6 1226 2618.6 1228 2618.6
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
738 .03 738 .03 1228 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 738 1228 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2616.85 Element

2.06 Wt. n -Val.
2614.79 Reach Len. (ft)
2614.79 Flow Area (sq ft)

0.008348 Area (sq ft)
13530.00 Flow (cfs)
287.40 Top Width (ft)

11.52 Avg. Vel. (ft/s)

4.29 Hydr. Depth (ft)
148086.1 Cony. (cfs)

50.00 Wetted Per. (ft)
2610.50 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.42 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1174.25
1174.25
13530.00
287.40

11.52 4.09
148086.1
289.03

2.12 24.40

18.07 4.05
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3500
INPUT
Description: 3500
Station Elevation Data num= 247
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
746 2617.3 748 2617.3 750 2617.4 752 2617.4 754 2617.4
756 2617.4 758 2617.4 760 2617.4 762 2617.4 764 2617.4
766 2617.4 768 2617.4 770 2617.4 772 2617.4 774 2617.4

Page 1616 of 2775 ends

776 2617.4 778 2617.4
786 2617.4 788 2617.4
796 2617.4 798 2617.4
806 2617.4 808 2617
816 2614.1 818 2613.2
826 2609.8 828 2609.6
836 2609.3 838 2609.3
846 2609.3 848 2609.3
856 2609.3 858 2609.3
866 2609.3 868 2609.3
876 2609.3 878 2609.3
886 2609.3 888 2609.3
896 2609.3 898 2609.3
906 2609.4 908 2609.4
916 2609.4 918 2609.4
926 2609.4 928 2609.4
936 2609.4 938 2609.4
946 2609.4 948 2609.4
956 2609.4 958 2609.4
966 2609.4 968 2609.4
976 2609.4 978 2609.4
986 2609.4 988 2609.4
996 2609.4 998 2609.4
1006 2609.4 1008 2609.4
1016 2609.4 1018 2609.4
1026 2609.4 1028 2609.4
1036 2609.4 1038 2609.4
1046 2609.4 1048 2609.4
1056 2609.4 1058 2609.4
1066 2609.4 1068 2609.4
1076 2609.4 1078 2609.4
1086 2609.5 1088 2610
1096 2613.5 1098 2614.4
1106 2617.4 1108 2617.4
1116 2617.4 1118 2617.4
1126 2617.4 1128 2617.4
1136 2617.4 1138 2617.4
1146 2617.4 1148 2617.4
1156 2617.4 1158 2617.4
1166 2617.4 1168 2617.4
1176 2617.4 1178 2617.4
1186 2617.4 1188 2617.4
1196 2617.4 1198 2617.4
1206 2617.4 1208 2617.4
1216 2617.4 1218 2617.4
1226 2617.4 1228 2617.4
1236 2617.4 1238 2617.4
Manning's n Values
Sta n Val
746 .03
num=
Sta n Val
746 .03
780
790
800
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
1180
1190
1200
1210
1220
1230
2617.4
2617.4
2617.4
2616.5
2612.2
2609.4
2609.3
2609.3
2609.3
2609.3
2609.3
2609.3
2609.3
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2610.9
2615.3
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
3 Sta n Val
1238 .03
782
792
802
812
822
832
842
852
862
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
1152
1162
1172
1182
1192
1202
1212
1222
1232
Bank Sta: Left Right Lengths: Left Channel Right
746 1238 50 50 50
CROSS. SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2615.79

2.10 2613.69
2613.69

0.008288
13530.00
279.51

11.62 4.39
148615.1

50.00 2609.30

1.00 0.41

0.00 2617.4
2617.4
2617.4
2615.9
2611.3
2609.3
2609.3
2609.3
2609.3
2609.3
2609.3
2609.3
2609.3
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2609.4
2611.7
2616.1
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
2617.4
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Cony. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
784 2617.4
794 2617.4
804 2617.4
814 2615
824 2610.4
834 2609.3
844 2609.3
854 2609.3
864 2609.3
874 2609.3
884 2609.3
894 2609.3
904 2609.4
914 2609.4
924 2609.4
934 2609.4
944 2609.4
954 2609.4
964 2609.4
974 2609.4
984 2609.4
994 2609.4
1004 2609.4
1014 2609.4
1024 2609.4
1034 2609.4
1044 2609.4
1054 2609.4
1064 2609.4
1074 2609.4
1084 2609.4
1094 2612.6
1104 2616.9
1114 2617.4
1124 2617.4
1134 2617.4
1144 2617.4
1154 2617.4
1164 2617.4
1174 2617.4
1184 2617.4
1194 2617.4
1204 2617.4
1214 2617.4
1224 2617.4
1234 2617.4
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1163.88
1163.88
13530.00
279.51

11.62 4.16
148615.1
281.18

2.14 24.90

16.73 3.73

Page 1617 of 2775 ends

Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3450

INPUT -
Description: 3450
Station Elevation Data num= 248
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
756 2616.2 758 2616.2 760 2616.2 762 2616.2 764 2616.2
766 2616.2 768 2616.2 770 2616.2 772 2616.2 774 2616.2
776 2616.2 778 2616.2 780 2616.2 782 2616.2 784 2616.2
786 2616.2 788 2616.2 790 2616.2 792 2616.2 794 2616.2
796 2616.2 798 2616.2 800 2616.2 802 2616.2 804 2616.2
806 2616.2 808 2616.2 810 2616.2 812 2616.2 814 2616.2
816 2616.2 818 2615.8 820 2615.3 822 2614.4 824 2613.4
826 2612.5 828 2611.5 830 2610.6 832 2609.7 834 2608.8
836 2608.3 838 2608.3 840 2608.2 842 2608.2 844 2608.2
846 2608.2 848 2608.2 850 2608.2 852 2608.2 654 2608.2
856 2608.2 858 2608.2 860 2608.2 862 2608.2 864 2608.2
866 2608.2 868 2608.2 870 2608.2 872 2608.2 874 2608.2
876 2608.2 878 2608.2 880 2608.2 882 2608.2 884 2608.2
886 2608.2 888 2608.2 890 2608.2 892 2608.2 894 2608.2
896 2608.2 898 2608.2 900 2608.2 902 2608.2 904 2608.2
906 2608.2 908 2608.2 910 2608.2 912 2608.2 914 2608.2
916 2608.2 918 2608.2 920 2608.2 922 2608.2 924 2608.2
926 2608.2 928 2608.2 930 2608.2 932 2608.2 934 2608.2
936 2608.2 938 2608.2 940 2608.2 942 2608.2 944 2608.2
946 2608.2 948 2608.2 950 2608.2 952 2608.2 954 2608.2
956 2608.2 958 2608.2 960 2608.2 962 2608.2 964 2608.2
966 2608.2 968 2608.2 970 2608.2 972 2608.2 974 2608.2
976 2608.2 976 2608.2 980 2608.2 982 2608.2 984 2608.2
986 2608.2 988 2608.2 990 2608.2 992 2608.2 994 2608.2
996 2608.2 998 2608.2 1000 2608.2 1002 2608.2 1004 2608.2 1006 2608.2 1008 2608.2 1010 2608.2 1012 2608.2 1014 2608.2 1016 2608.2 1018 2608.2 1020 2608.2 1022 2608.2 1024 2608.2 1026 2608.2 1028 2608.2 1030 2608.2 1032 2608.2 1034 2608.2 1036 2608.2 1038 2608.2 1040 2608.2 1042 2608.2 1044 2608.2 1046 2608.2 1048 2608.2 1050 2608.2 1052 2608.2 1054 2608.2 1056 2608.2 1058 2608.2 1060 2608.2 1062 2608.2 1064 2608.2 1066 2608.2 1068 2608.2 1070 2608.2 1072 2608.2 1074 2608.2 1076 2608.2 1078 2608.2 1080 2608.2 1082 2608.2 1084 2608.2 1086 2608.4 1088 2608.9 1090 2609.8 1092 2610.5 1094 2611.4 1096 2612.3 1098 2613.3 1100 2614.2 1102 2615.1 1104 2615.8 1106 2616.1 1108 2616.2 1110 2616.2 1112 2616.2 1114 2616.2 1116 2616.2 1118 2616.2 1120 2616.2 1122 2616.2 1124 2616.2 1126 2616.2 1128 2616.2 1130 2616.2 1132 2616.2 1134 2616.2 1136 2616.2 1138 2616.2 1140 2616.2 1142 2616.2 1144 2616.2 1146 2616.2 1148 2616.2 1150 2616.2 1152 2616.2 1154 2616.2 1156 2616.2 1158 2616.2 1160 2616.2 1162 2616.2 1164 2616.2 1166 2616.2 1168 2616.2 1170 2616.2 1172 2616.2 1174 2616.2 1176 2616.2 1178 2616.2 1180 2616.2 1182 2616.2 1184 2616.2 1186 2616.2 1188 2616.2 1190 2616.2 1192 2616.2 1194 2616.2 1196 2616.2 1198 2616.2 1200 2616.2 1202 2616.2 1204 2616.2 1206 2616.2 1208 2616.2 1210 2616.2 1212 2616.2 1214 2616.2 1216 2616.2 1218 2616.2 1220 2616.2 1222 2616.2 1224 2616.2 1226 2616.2 1228 2616.2 1230 2616.2 1232 2616.2 1234 2616.2 1236 2616.2 1238 2616.2 1240 2616.2 1242 2616.2 1244 2616.2 1246 2616.2 1248 2616.2 1250 2616.2
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
756 .03 756 .03 1250 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 756 1250 50 50 50 .1 .3

Page 1618 of 2775 ends

2.14 2612.62
2612.62

0.008230
13530.00
270.89

11.74 4.42
149139.7

50.00 2608.20

1.00 0.41

0.01 Element
Wt. n -Val.

50.00 Channel

0.030

50.00 1152.04
1152.04
13530.00
270.89

11.74 4.25
149139.7
272.64

2.17 25.50

15.40 3.41
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3400
INPUT
Description: 3400
Station Elevation Data num= 250
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
768 2615 770 2615 772 2615 774 2615 776 2615
778 2615 780 2615 782 2615 784 2615 786 2615
788 2615 790 2615 792 2615 794 2615 796 2615
798 2615 800 2615 802 2615 804 2615 806 2615
808 2615 810 2615 812 2615 814 2615 816 2615
818 2615 820 2615 822 2615 824 2615 826 2614.8
828 2614.5 830 2613.6 832 2612.8 834 2611.8 836 2610.9
838 2609.9 840 2609 842 2608 844 2607.6 846 2607
848 2607 850 2607 852 2607 854 2607 856 2607
858 2607 860 2607 862 2607 864 2607 866 2607
868 2607 870 2607 872 2607 874 2607 876 2607
878 2607 880 2607 882 2607 884 2607 886 2607
888 2607 890 2607 892 2607 894 2607 896 2607
898 2607 900 2607 902 2607 904 2607 906 2607
908 2607 910 2607 912 2607 914 2607 916 2607
918 2607 920 2607 922 2607 924 2607 926 2607
928 2607 930 2607 932 2607 934 2607 936 2607
938 2607 940 2607 942 2607 944 2607 946 2607
948 2607 950 2607 952 2607 954 2607 956 2607
958 2607 960 2607 962 2607 964 2607 966 2607
968 2607 970 2607 972 2607 974 2607 976 2607
978 2607 980 2607 982 2607 984 2607 986 2607
988 2607 990 2607 992 2607 994 2607 996 2607
998 2607 1000 2607 1002 2607 1004 2607 1006 2607
1008 2607 1010 2607 1012 2607 1014 2607 1016 2607
1018 2607 1020 2607 1022 2607 1024 2607 1026 2607.1
1028 2607.1 1030 2607.1 1032 2607.1 1034 2607.1 1036 2607.1 1038 2607.1 1040 2607.1 1042 2607.1 1044 2607.1 1046 2607.1 1048 2607.1 1050 2607.1 1052 2607.1 1054 2607.1 1056 2607.1 1058 2607.1 1060 2607.1 1062 2607.1 1064 2607.1 1066 2607.1 1068 2607.1 1070 2607.1 1072 2607.1 1074 2607.1 1076 2607.1 1078 2607.1 1080 2607.1 1082 2607.1 1084 2607.1 1086 2607.2 1088 2607.9 1090 2608.4 1092 2609.3 1094 2610.2 1096 2611.2 1098 2612.1 1100 2613 1102 2613.9 1104 2614.6 1106 2615 1108 2615 1110 2615 1112 2615 1114 2615 1116 2615
1118 2615 1120 2615 1122 2615 1124 2615 1126 2615
1128 2615 1130 2615 1132 2615 1134 2615 1136 2615
1138 2615 1140 2615 1142 2615 1144 2615 1146 2615
1148 2615 1150 2615 1152 2615 1154 2615 1156 2615

Page 1619 of 2775 ends

1158 2615 1160 2615 1162 2615 1164 2615 1166 2615
1168 2615 1170 2615 1172 2615 1174 2615 1176 2615
1178 2615 1180 2615 1182 2615 1184 2615 1186 2615
1188 2615 1190 2615 1192 2615 1194 2615 1196 2615
1198 2615 1200 2615 1202 2615 1204 2615 1206 2615
1208 2615 1210 2615 1212 2615 1214 2615 1216 2615
1218 2615 1220 2615 1222 2615 1224 2615 1226 2615
1228 2615 1230 2615 1232 2615 1234 2615 1236 2615
1238 2615 1240 2615 1242 2615 1244 2615 1246 2615
1248 2615 1250 2615 1252 2615 1254 2615 1256 2615
1258 2615 1260 2615 1262 2615 1264 2615 1266 2615
Manning's n Values
num= 3
Sta n Val Sta n Val Sta n Val
768 .03 768 .03 1266 .03
Bank Sta: Left
768 1266

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
Warning:

Warning:

Warning:
indicates
Right Lengths: Left Channel Right
50 50 50
Profile #PF.1
2613.74

2.19 2611.54
2611.54

0.008201
13530.00
262.19

11.88 4.54
149409.0

50.00 2607.00

1.00 0.41

0.00 Element
Wt. n -Val.

50.00 Channel

0.030

50.00 1138.53
1138.53
13530.00
262.19

11.88 4.34
149409.0
264.00

2.21 26.24

14.08 3.11
Right OB

50.00 The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
INPUT
Description: 3350
Station Elevation
Sta Elev
774 2613.8
784 2613.8
794 2613.8
804 2613.8
814 2613.8
824 2613.9
834 2613.9
844 2610.2
854 2606.1
864 2605.8
874 2605.8
884 2605.8
894 2605.8
904 2605.8
914 2605.8
924 2605.8
934 2605.8
944 2605.8
954 2605.8
964 2605.8
RIVER: 1
RS: 3350
Data num= 253
Sta Elev Sta Elev Sta Elev Sta Elev
776 2613.8 778 2613.8 780 2613.8 782 2613.8
786 2613.8 788 2613.8 790 2613.8 792 2613.8
796 2613.8 798 2613.8 800 2613.8 802 2613.8
806 2613.8 808 2613.8 810 2613.8 812 2613.8
816 2613.8 818 2613.8 820 2613.8 822 2613.9
826 2613.9 828 2613.9 830 2613.9 832 2613.9
836 2613.5 838 2613 840 2612.1 842 2611.1
846 2609.2 848 2608.3 850 2607.3 852 2606.8
856 2605.9 858 2605.8 860 2605.8 862 2605.8
866 2605.8 868 2605.8 870 2605.8 872 2605.8
876 2605.8 878 2605.8 880 2605.8 882 2605.8
886 2605.8 888 2605.8 890 2605.8 892 2605.8
896 2605.8 898 2605.8 900 2605.8 902 2605.8
906 2605.8 908 2605.8 910 2605.8 912 2605.8
916 2605.8 918 2605.8 920 2605.8 922 2605.8
926 2605.8 928 2605.8 930 2605.8 932 2605.8
936 2605.8 938 2605.8 940 2605.8 942 2605.8
946 2605.8 948 2605.8 950 2605.8 952 2605.8
956 2605.8 958 2605.8 960 2605.8 962 2605.8
966 2605.8 968 2605.8 970 2605.8 972 2605.8

Page 1620 of 2775 ends

Beaumont City CouncilJune 17, 2025

Beaumont City Council
June 17, 2025