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B3-149
1643
HYDRAULIC JUMP at 2544.83 of length 0.01
"i.p." 2479.81 767.45 778.52 769.453 2.000 1.50 1 0.48 0.00 769.46 0.000 0.423 0.008 0.02099 0.291 Circular Pipe "i.p." 2488.63 767.64 778.59 769.453 1.815 1.50 1 0.50 0.00 769.46 0.000 0.423 0.055 0.02099 0.291 Circular Pipe "i.p." 2493.75 767.75 778.63 769.453 1.707 1.50 1 0.53 0.00 769.46 0.000 0.423 0.065 0.02099 0.291 Circular Pipe "i.p." 2497.98 767.83 778.66 769.453 1.618 1.50 1 0.55 0.00 769.46 0.000 0.423 0.074 0.02099 0.291 Circular Pipe "i.p." 2501.67 767.91 778.69 769.452 1.540 1.50 1 0.58 0.01 769.46 0.000 0.423 0.082 0.02099 0.291 Circular Pipe "i.p." 2504.99 767.98 778.72 769.452 1.470 1.50 1 0.61 0.01 769.46 0.000 0.423 0.090 0.02099 0.291 Circular Pipe "i.p." 2508.02 768.05 778.74 769.452 1.406 1.50 1 0.64 0.01 769.46 0.000 0.423 0.099 0.02099 0.291 Circular Pipe "i.p." 2510.83 768.10 778.76 769.451 1.347 1.50 1 0.67 0.01 769.46 0.000 0.423 0.107 0.02099 0.291 Circular Pipe "i.p." 2513.44 768.16 778.79 769.451 1.292 1.50 1 0.70 0.01 769.46 0.000 0.423 0.116 0.02099 0.291 Circular Pipe "i.p." 2515.88 768.21 778.80 769.450 1.240 1.50 1 0.73 0.01 769.46 0.000 0.423 0.126 0.02099 0.291 Circular Pipe "i.p." 2518.17 768.26 778.82 769.449 1.191 1.50 1 0.77 0.01 769.46 0.000 0.423 0.136 0.02099 0.291 Circular Pipe "i.p." 2520.33 768.30 778.84 769.449 1.145 1.50 1 0.81 0.01 769.46 0.000 0.423 0.147 0.02099 0.291 Circular Pipe "i.p." 2522.37 768.35 778.85 769.448 1.101 1.50 1 0.85 0.01 769.46 0.000 0.423 0.158 0.02099 0.291 Circular Pipe "i.p." 2524.30 768.39 778.87 769.447 1.060 1.50 1 0.89 0.01 769.46 0.000 0.423 0.170 0.02099 0.291 Circular Pipe "i.p." 2526.14 768.43 778.88 769.446 1.021 1.50 1 0.93 0.01 769.46 0.000 0.423 0.183 0.02099 0.291 Circular Pipe "i.p." 2527.87 768.46 778.90 769.445 0.983 1.50 1 0.98 0.01 769.46 0.000 0.423 0.196 0.02099 0.291 Circular Pipe "i.p." 2529.52 768.50 778.91 769.444 0.947 1.50 1 1.02 0.02 769.46 0.000 0.423 0.211 0.02099 0.291 Circular Pipe "i.p." 2531.09 768.53 778.92 769.443 0.913 1.50 1 1.07 0.02 769.46 0.000 0.423 0.226 0.02099 0.291 Circular Pipe "i.p." 2532.58 768.56 778.93 769.441 0.880 1.50 1 1.13 0.02 769.46 0.000 0.423 0.242 0.02099 0.291 Circular Pipe "i.p." 2533.99 768.59 778.95 769.440 0.849 1.50 1 1.18 0.02 769.46 0.000 0.423 0.260 0.02099 0.291 Circular Pipe "i.p." 2535.34 768.62 778.96 769.438 0.819 1.50 1 1.24 0.02 769.46 0.000 0.423 0.278 0.02099 0.291 Circular Pipe "i.p." 2536.62 768.65 778.97 769.436 0.791 1.50 1 1.30 0.03 769.46 0.000 0.423 0.298 0.02099 0.291 Circular Pipe "i.p." 2537.83 768.67 778.98 769.434 0.763 1.50 1 1.36 0.03 769.46 0.000 0.423 0.319 0.02099 0.291 Circular Pipe "i.p." 2538.98 768.70 778.98 769.432 0.736 1.50 1 1.43 0.03 769.46 0.000 0.423 0.341 0.02099 0.291 Circular Pipe "i.p." 2540.07 768.72 778.99 769.429 0.711 1.50 1 1.50 0.03 769.46 0.000 0.423 0.365 0.02099 0.291 Circular Pipe "i.p." 2541.10 768.74 779.00 769.426 0.687 1.50 1 1.57 0.04 769.46 0.000 0.423 0.391 0.02099 0.291 Circular Pipe "i.p." 2542.07 768.76 779.01 769.423 0.663 1.50 1 1.65 0.04 769.47 0.000 0.423 0.418 0.02099 0.291 Circular Pipe "i.p." 2542.98 768.78 779.02 769.420 0.641 1.50 1 1.73 0.05 769.47 0.000 0.423 0.447 0.02099 0.291 Circular Pipe "i.p." 2543.84 768.80 779.02 769.416 0.619 1.50 1 1.81 0.05 769.47 0.000 0.423 0.478 0.02099 0.291 Circular Pipe "i.p." 2544.63 768.81 779.03 769.412 0.598 1.50 1 1.90 0.06 769.47 0.000 0.423 0.511 0.02099 0.291 Circular Pipe "i.p." 2544.83 768.82 779.03 769.411 0.593 1.50 1 1.92 0.06 769.47 0.000 0.423 0.519 0.02099 0.291 Circular Pipe "i.p." 2544.83 768.82 779.03 769.109 0.291 1.50 1 5.30 0.44 769.54 0.000 0.423 2.083 0.02099 0.291 Circular Pipe "i.p." 2689.04 771.85 780.15 772.137 0.291 1.50 1 5.30 0.44 772.57 0.000 0.423 2.083 0.02099 0.291 Circular Pipe "i.p." 2711.53 772.32 780.33 772.611 0.293 1.50 1 5.24 0.43 773.04 0.000 0.423 2.054 0.02099 0.291 Circular Pipe "i.p." 2726.70 772.64 780.45 772.939 0.303 1.50 1 5.00 0.39 773.33 0.000 0.423 1.925 0.02099 0.291 Circular Pipe "i.p." 2732.47 772.76 780.49 773.071 0.313 1.50 1 4.76 0.35 773.42 0.000 0.423 1.804 0.02099 0.291 Circular Pipe "i.p." 2735.81 772.83 780.52 773.151 0.324 1.50 1 4.54 0.32 773.47 0.000 0.423 1.691 0.02099 0.291 Circular Pipe "i.p." 2738.01 772.87 780.53 773.208 0.335 1.50 1 4.33 0.29 773.50 0.000 0.423 1.585 0.02099 0.291 Circular Pipe "i.p." 2739.56 772.91 780.55 773.252 0.346 1.50 1 4.13 0.26 773.52 0.000 0.423 1.485 0.02099 0.291 Circular Pipe "i.p." 2740.66 772.93 780.55 773.287 0.358 1.50 1 3.94 0.24 773.53 0.000 0.423 1.392 0.02099 0.291 Circular Pipe "i.p." 2741.44 772.95 780.56 773.315 0.370 1.50 1 3.75 0.22 773.53 0.000 0.423 1.304 0.02099 0.291 Circular Pipe "i.p." 2741.99 772.96 780.57 773.339 0.382 1.50 1 3.58 0.20 773.54 0.000 0.423 1.222 0.02099 0.291 Circular Pipe "i.p." 2742.34 772.96 780.57 773.360 0.395 1.50 1 3.41 0.18 773.54 0.000 0.423 1.145 0.02099 0.291 Circular Pipe "i.p." 2742.54 772.97 780.57 773.377 0.409 1.50 1 3.25 0.16 773.54 0.000 0.423 1.073 0.02099 0.291 Circular Pipe "L-A10" Reach 2742.61 772.97 780.57 773.392 0.422 1.50 1 3.10 0.15 773.54 0.000 0.423 1.005 0.02099 0.291 Circular Pipe "MH-10" Headwrk 2742.61 772.97 780.57 773.393 0.423 1.50 1 3.09 0.15 773.54 0.000 0.423 0.000 0.00000 0.000 Circular Pipe *) in the W.S.ELEV column indicates flooding, it is set whenever W.S.ELEV > GROUND ELEV i.p. = intermediate point processing results for reaches This document was created by an application that isn’t licensed to use novaPDF.
Purchase a license to generate PDF files without this notice.
B3-150
1644
============================================================== MH-A8_Lateral1
============================================================== Composite Profile:
ELEMENT TYPE STATION INVERT GROUND W.S. DEPTH Q BARREL VELOC. VELOC. ENERGY SUPER CRITICAL FROUDE SLOPE NORMAL CROSS
NAME ELEV ELEV ELEV HEAD GRADE LN ELEV DEPTH NUMBER DEPTH SECTION ---------- ---------- ---------- -------- -------- -------- -------- ---------- ------- ------ ---------- ------ -------- ------ ------- ------ --------- ###
"Outlet/M" Outlet 2188.64 760.30 774.84 768.534 8.234 46.48 1 14.80 3.40 771.93 0.000 1.973 0.000 0.00000 0.000 Circular Pipe "Tra7" Transition 2194.64 760.48 774.50 771.676 11.196 46.48 1 6.58 0.67 772.35 0.000 2.221 0.000 0.03000 0.000 Circular Pipe "L-E2" Reach 2285.14 763.24 774.82 772.115 8.875 46.48 1 6.58 0.67 772.79 0.000 2.221 0.000 0.03050 1.318 Circular Pipe "MH-E2" Junction 2290.14 763.24 774.82 773.117 9.877 23.94 1 3.39 0.18 773.30 0.000 1.577 0.000 0.00000 0.000 Circular Pipe "L-E1" Reach 2609.44 764.84 776.48 773.528 8.688 23.94 1 3.39 0.18 773.71 0.000 1.577 0.000 0.00501 1.512 Circular Pipe "MH-E1" Junction 2614.44 764.84 776.48 773.538 8.698 23.84 1 3.37 0.18 773.71 0.000 1.573 0.000 0.00000 0.000 Circular Pipe "L-F1" Reach 2882.74 766.20 777.56 773.880 7.680 23.84 1 3.37 0.18 774.06 0.000 1.573 0.000 0.00507 1.504 Circular Pipe "MH-F1" Junction 2887.74 766.20 777.56 774.051 7.851 17.38 1 2.46 0.09 774.14 0.000 1.333 0.000 0.00000 0.000 Circular Pipe "L-F2" Reach 3208.74 768.11 775.69 774.269 6.159 17.38 1 2.46 0.09 774.36 0.000 1.333 0.000 0.00595 1.202 Circular Pipe "MH-F2" Junction 3213.74 768.11 775.69 774.450 6.340 3.60 1 0.51 0.00 774.45 0.000 0.592 0.000 0.00000 0.000 Circular Pipe "Link107" Transition 3219.74 768.11 775.69 774.438 6.328 3.60 1 1.15 0.02 774.46 0.000 0.664 0.000 0.00000 0.000 Circular Pipe "L-F3" Reach 3414.14 770.11 776.70 774.487 4.377 3.60 1 1.15 0.02 774.51 0.000 0.664 0.000 0.01029 0.536 Circular Pipe "MH-F3" Junction 3419.14 770.11 776.70 774.491 4.381 3.50 1 1.11 0.02 774.51 0.000 0.654 0.000 0.00000 0.000 Circular Pipe "L-CBF3" Reach 3615.64 771.08 777.29 774.538 3.458 3.50 1 1.11 0.02 774.56 0.000 0.654 0.000 0.00494 0.638 Circular Pipe "MH-CBF3" Headwrk 3615.64 771.08 777.29 774.538 3.458 3.50 1 1.11 0.02 774.56 0.000 0.654 0.000 0.00000 0.000 Circular Pipe *) in the W.S.ELEV column indicates flooding, it is set whenever W.S.ELEV > GROUND ELEV i.p. = intermediate point processing results for reaches ============================================================== MH-A8_Branch2
============================================================== Composite Profile:
ELEMENT TYPE STATION INVERT GROUND W.S. DEPTH Q BARREL VELOC. VELOC. ENERGY SUPER CRITICAL FROUDE SLOPE NORMAL CROSS
NAME ELEV ELEV ELEV HEAD GRADE LN ELEV DEPTH NUMBER DEPTH SECTION ---------- ---------- ---------- -------- -------- -------- -------- ---------- ------- ------ ---------- ------ -------- ------ ------- ------ --------- ###
"Outlet/M" Outlet 2188.64 760.30 774.84 768.534 8.234 3.00 1 0.95 0.01 768.55 0.000 0.604 0.000 0.00000 0.000 Circular Pipe "Tra-DD1" Transition 2194.64 760.60 774.84 768.535 7.935 3.00 1 0.95 0.01 768.55 0.000 0.604 0.000 0.05000 0.000 Circular Pipe "L-DD1" Reach 2249.84 764.51 774.83 768.545 4.035 3.00 1 0.95 0.01 768.56 0.000 0.604 0.000 0.07083 0.304 Circular Pipe "MH-DD1" Headwrk 2249.84 764.51 774.83 768.545 4.035 3.00 1 0.95 0.01 768.56 0.000 0.604 0.000 0.00000 0.000 Circular Pipe *) in the W.S.ELEV column indicates flooding, it is set whenever W.S.ELEV > GROUND ELEV i.p. = intermediate point processing results for reaches ============================================================== This document was created by an application that isn’t licensed to use novaPDF.
Purchase a license to generate PDF files without this notice.
B3-151
1645
MH-A4_Lateral1
============================================================== Composite Profile:
ELEMENT TYPE STATION INVERT GROUND W.S. DEPTH Q BARREL VELOC. VELOC. ENERGY SUPER CRITICAL FROUDE SLOPE NORMAL CROSS
NAME ELEV ELEV ELEV HEAD GRADE LN ELEV DEPTH NUMBER DEPTH SECTION ---------- ---------- ---------- -------- -------- -------- -------- ---------- ------- ------ ---------- ------ -------- ------ ------- ------ --------- ###
"Outlet/M" Outlet 1155.61 752.19 765.92 758.953 6.763 59.65 1 4.75 0.35 759.30 0.000 2.326 0.000 0.00000 0.000 Circular Pipe "TR6" Transition 1161.61 752.28 765.92 758.964 6.686 59.65 1 4.75 0.35 759.31 0.000 2.326 0.000 0.01467 0.000 Circular Pipe "i.p." 1592.52 755.71 765.26 759.707 4.000 59.65 1 4.75 0.35 760.06 0.000 2.326 0.047 0.00796 1.918 Circular Pipe "i.p." 1645.42 756.13 765.18 759.757 3.629 59.65 1 4.98 0.38 760.14 0.000 2.326 0.386 0.00796 1.918 Circular Pipe "i.p." 1673.08 756.35 765.14 759.762 3.414 59.65 1 5.22 0.42 760.18 0.000 2.326 0.458 0.00796 1.918 Circular Pipe "i.p." 1694.68 756.52 765.10 759.756 3.236 59.65 1 5.48 0.47 760.22 0.000 2.326 0.519 0.00796 1.918 Circular Pipe "i.p." 1712.55 756.66 765.08 759.742 3.081 59.65 1 5.74 0.51 760.25 0.000 2.326 0.576 0.00796 1.918 Circular Pipe "i.p." 1727.63 756.78 765.05 759.722 2.941 59.65 1 6.02 0.56 760.29 0.000 2.326 0.634 0.00796 1.918 Circular Pipe "i.p." 1740.34 756.88 765.03 759.695 2.812 59.65 1 6.32 0.62 760.32 0.000 2.326 0.693 0.00796 1.918 Circular Pipe "i.p." 1750.87 756.97 765.02 759.660 2.694 59.65 1 6.63 0.68 760.34 0.000 2.326 0.754 0.00796 1.918 Circular Pipe "i.p." 1759.24 757.03 765.01 759.617 2.583 59.65 1 6.95 0.75 760.37 0.000 2.326 0.818 0.00796 1.918 Circular Pipe "Link62" Reach 1762.61 757.06 765.00 759.590 2.530 59.65 1 7.12 0.79 760.38 0.000 2.326 0.851 0.00796 1.918 Circular Pipe "MH-D1" Junction 1767.61 757.06 765.00 760.410 3.350 43.58 1 3.88 0.23 760.64 0.000 1.974 0.000 0.00000 0.000 Circular Pipe HYDRAULIC JUMP at 1890.95 of length 0.03
"i.p." 1790.57 757.23 765.18 760.408 3.181 43.58 1 4.07 0.26 760.66 0.000 1.974 0.393 0.00727 1.648 Circular Pipe "i.p." 1810.43 757.37 765.33 760.403 3.031 43.58 1 4.27 0.28 760.69 0.000 1.974 0.435 0.00727 1.648 Circular Pipe "i.p." 1827.96 757.50 765.47 760.394 2.896 43.58 1 4.47 0.31 760.71 0.000 1.974 0.478 0.00727 1.648 Circular Pipe "i.p." 1843.58 757.61 765.59 760.383 2.771 43.58 1 4.69 0.34 760.73 0.000 1.974 0.521 0.00727 1.648 Circular Pipe "i.p." 1857.54 757.71 765.70 760.369 2.655 43.58 1 4.92 0.38 760.75 0.000 1.974 0.567 0.00727 1.648 Circular Pipe "i.p." 1869.98 757.80 765.80 760.352 2.547 43.58 1 5.16 0.41 760.77 0.000 1.974 0.614 0.00727 1.648 Circular Pipe "i.p." 1880.99 757.88 765.88 760.330 2.446 43.58 1 5.41 0.45 760.79 0.000 1.974 0.664 0.00727 1.648 Circular Pipe "i.p." 1890.58 757.95 765.96 760.304 2.350 43.58 1 5.68 0.50 760.80 0.000 1.974 0.717 0.00727 1.648 Circular Pipe "i.p." 1890.95 757.96 765.96 760.303 2.346 43.58 1 5.69 0.50 760.81 0.000 1.974 0.719 0.00727 1.648 Circular Pipe "i.p." 1890.95 757.96 765.96 759.605 1.648 43.58 1 8.92 1.24 760.84 0.000 1.974 1.412 0.00727 1.648 Circular Pipe "i.p." 1979.16 758.60 766.65 760.247 1.648 43.58 1 8.92 1.24 761.48 0.000 1.974 1.412 0.00727 1.648 Circular Pipe "i.p." 2097.19 759.46 767.57 761.161 1.704 43.58 1 8.54 1.13 762.29 0.000 1.974 1.325 0.00727 1.648 Circular Pipe "i.p." 2130.21 759.70 767.83 761.464 1.767 43.58 1 8.14 1.03 762.49 0.000 1.974 1.236 0.00727 1.648 Circular Pipe "i.p." 2144.55 759.80 767.94 761.634 1.832 43.58 1 7.76 0.94 762.57 0.000 1.974 1.153 0.00727 1.648 Circular Pipe "i.p." 2150.89 759.85 767.99 761.749 1.901 43.58 1 7.40 0.85 762.60 0.000 1.974 1.074 0.00727 1.648 Circular Pipe "L-D2" Reach 2152.61 759.86 768.00 761.833 1.973 43.58 1 7.06 0.77 762.61 0.000 1.974 1.001 0.00727 1.648 Circular Pipe "MH-D2" Headwrk 2152.61 759.86 768.00 761.834 1.974 43.58 1 7.05 0.77 762.61 0.000 1.974 0.000 0.00000 0.000 Circular Pipe *) in the W.S.ELEV column indicates flooding, it is set whenever W.S.ELEV > GROUND ELEV i.p. = intermediate point processing results for reaches ============================================================== MH-A6_Branch1
============================================================== Composite Profile:
This document was created by an application that isn’t licensed to use novaPDF.
Purchase a license to generate PDF files without this notice.
B3-152
1646
ELEMENT TYPE STATION INVERT GROUND W.S. DEPTH Q BARREL VELOC. VELOC. ENERGY SUPER CRITICAL FROUDE SLOPE NORMAL CROSS
NAME ELEV ELEV ELEV HEAD GRADE LN ELEV DEPTH NUMBER DEPTH SECTION ---------- ---------- ---------- -------- -------- -------- -------- ---------- ------- ------ ---------- ------ -------- ------ ------- ------ --------- ###
"Outlet/M" Outlet 1506.48 755.38 769.22 761.920 6.540 24.64 1 7.84 0.96 762.87 0.000 1.752 0.000 0.00000 0.000 Circular Pipe "Link101" Transition 1512.48 755.49 769.22 761.991 6.503 24.64 1 7.84 0.96 762.95 0.000 1.752 0.000 0.01800 0.000 Circular Pipe "Link71" Reach 1561.88 758.57 769.64 762.577 4.007 24.64 1 7.84 0.96 763.53 0.000 1.752 0.000 0.06239 0.924 Circular Pipe "MH-B1" Junction 1566.88 758.57 769.64 763.779 5.209 15.43 1 4.91 0.37 764.15 0.000 1.416 0.000 0.00000 0.000 Circular Pipe "L-B2" Reach 1818.58 759.67 771.19 764.950 5.280 15.43 1 4.91 0.37 765.32 0.000 1.416 0.000 0.00437 1.703 Circular Pipe "MH-B2" Junction 1823.58 759.67 771.19 765.675 6.005 3.41 1 1.09 0.02 765.69 0.000 0.646 0.000 0.00000 0.000 Circular Pipe "L-B3" Reach 2103.78 761.38 772.93 765.739 4.359 3.41 1 1.09 0.02 765.76 0.000 0.646 0.000 0.00610 0.595 Circular Pipe "MH-B3" Junction 2108.78 761.38 772.93 765.764 4.384 2.00 1 0.64 0.01 765.77 0.000 0.491 0.000 0.00000 0.000 Circular Pipe "i.p." 2589.09 763.80 777.65 765.801 2.000 2.00 1 0.64 0.01 765.81 0.000 0.491 0.011 0.00504 0.477 Circular Pipe "i.p." 2626.25 763.99 778.01 765.803 1.815 2.00 1 0.67 0.01 765.81 0.000 0.491 0.073 0.00504 0.477 Circular Pipe "i.p." 2647.77 764.10 778.22 765.804 1.707 2.00 1 0.70 0.01 765.81 0.000 0.491 0.087 0.00504 0.477 Circular Pipe "L-B4" Reach 2648.38 764.10 778.23 765.804 1.704 2.00 1 0.70 0.01 765.81 0.000 0.491 0.087 0.00504 0.477 Circular Pipe "MH-B4" Headwrk 2648.38 764.10 778.23 765.804 1.704 2.00 1 0.70 0.01 765.81 0.000 0.491 0.000 0.00000 0.000 Circular Pipe *) in the W.S.ELEV column indicates flooding, it is set whenever W.S.ELEV > GROUND ELEV i.p. = intermediate point processing results for reaches ============================================================== MH-A6_Branch2
============================================================== Composite Profile:
ELEMENT TYPE STATION INVERT GROUND W.S. DEPTH Q BARREL VELOC. VELOC. ENERGY SUPER CRITICAL FROUDE SLOPE NORMAL CROSS
NAME ELEV ELEV ELEV HEAD GRADE LN ELEV DEPTH NUMBER DEPTH SECTION ---------- ---------- ---------- -------- -------- -------- -------- ---------- ------- ------ ---------- ------ -------- ------ ------- ------ --------- ###
"Outlet/M" Outlet 1506.48 755.38 769.22 761.920 6.540 21.65 1 6.89 0.74 762.66 0.000 1.664 0.000 0.00000 0.000 Circular Pipe "Link102" Transition 1512.48 755.99 769.22 761.975 5.983 21.65 1 6.89 0.74 762.71 0.000 1.664 0.000 0.10200 0.000 Circular Pipe "L-C4" Reach 1560.91 758.07 769.27 762.418 4.348 21.65 1 6.89 0.74 763.16 0.000 1.664 0.000 0.04291 0.955 Circular Pipe "MH-C4" Junction 1565.91 758.07 769.27 762.477 4.407 21.55 1 6.86 0.73 763.21 0.000 1.660 0.000 0.00000 0.000 Circular Pipe "L-C3" Reach 1900.91 759.67 770.99 765.517 5.847 21.55 1 6.86 0.73 766.25 0.000 1.660 0.000 0.00478 2.000 Circular Pipe "MH-C3" Junction 1905.91 759.67 770.99 765.576 5.906 21.45 1 6.83 0.72 766.30 0.000 1.657 0.000 0.00000 0.000 Circular Pipe "L-C2" Reach 2317.81 761.69 773.07 769.279 7.589 21.45 1 6.83 0.72 770.00 0.000 1.657 0.000 0.00490 2.000 Circular Pipe "MH-C2" Junction 2322.81 761.69 773.07 770.671 8.981 5.03 1 1.60 0.04 770.71 0.000 0.790 0.000 0.00000 0.000 Circular Pipe "L-CB1" Reach 2975.71 765.03 776.06 770.994 5.964 5.03 1 1.60 0.04 771.03 0.000 0.790 0.000 0.00512 0.766 Circular Pipe "CB-C1" Headwrk 2975.71 765.03 776.06 770.994 5.964 5.03 1 0.71 0.01 771.00 0.000 0.790 0.000 0.00000 0.000 Circular Pipe *) in the W.S.ELEV column indicates flooding, it is set whenever W.S.ELEV > GROUND ELEV i.p. = intermediate point processing results for reaches This document was created by an application that isn’t licensed to use novaPDF.
Purchase a license to generate PDF files without this notice.
B3-153
1647
ELEMENT TYPE STATION INVERT GROUND DEPTH Q BARREL AREA VELOC. NORMAL CRITICAL SLOPE
NAME ELEV ELEV DEPTH DEPTH
---------- ---------- --------- -------- -------- -------- ---------- --------- ------- -------- -------- --------- "MH-A0" Outlet U/S no computation
"Link46" Reach D/S no computation
"Link46" Reach U/S no computation
"MH-A1" JunctioD/S 196.0 743.40 757.26 4.026 198.53 1 15.012 13.23 0.000 4.026 0.00000 "MH-A1" JunctioU/S 201.0 743.40 757.26 4.286 198.43 1 15.628 12.70 0.000 4.025 0.00000 "Link45" Reach D/S 201.0 743.40 757.26 4.286 198.43 1 15.628 12.70 3.940 4.025 0.00922 "i.p." 359.4 744.86 758.78 4.025 198.43 1 15.009 13.22 3.940 4.025 0.00922 "Link45" Reach U/S 801.0 748.93 763.00 4.025 198.43 1 15.009 13.22 3.940 4.025 0.00922 "MH-A11" JunctioD/S 801.0 748.93 763.00 4.025 198.43 1 15.009 13.22 0.000 4.025 0.00000 "MH-A11" JunctioU/S 806.0 748.93 763.00 4.595 193.86 1 15.904 12.19 0.000 3.993 0.00000 "Link44" Reach D/S 806.0 748.93 763.00 4.595 193.86 1 15.904 12.19 3.868 3.993 0.00901 "Link44" Reach U/S 1369.0 754.00 765.00 4.997 193.86 1 15.904 12.19 3.868 3.993 0.00901 "MH-A12" Join D/S 1369.0 754.00 765.00 4.997 193.86 1 15.904 12.19 0.000 3.993 0.00000 "MH-A12" Join U/S 1374.0 754.00 765.00 7.435 134.21 1 15.904 8.44 0.000 3.408 0.00000 "Link43" Reach D/S 1374.0 754.00 765.00 7.435 134.21 1 15.904 8.44 2.764 3.408 0.00961 "Link43" Reach U/S 1514.5 755.35 769.22 6.740 134.21 1 15.904 8.44 2.764 3.408 0.00961 "MH-A2" Join D/S 1514.5 755.35 769.22 6.740 134.21 1 15.904 8.44 0.000 3.408 0.00000 "MH-A2" Join U/S 1519.5 755.35 769.22 8.495 61.90 1 15.904 3.89 0.000 2.287 0.00000 "Tra5" TransitD/S 1519.5 755.35 769.22 8.495 61.90 1 15.904 3.89 0.000 2.287 0.05000 "Tra5" TransitU/S 1525.5 755.65 774.54 7.459 61.90 1 7.069 8.76 0.000 2.535 0.05000 "Node78" JunctioD/S 1525.5 755.65 774.54 7.459 61.90 1 7.069 8.76 0.000 2.535 0.93000 "Node78" JunctioU/S 1530.5 760.30 774.54 3.710 49.38 1 7.069 6.99 0.000 2.287 0.93000 "Link60" Reach D/S 1530.5 760.30 774.54 3.710 49.38 1 7.069 6.99 3.000 2.287 0.00000 "Link60" Reach U/S 2164.2 760.30 774.54 7.184 49.38 1 7.069 6.99 3.000 2.287 0.00000 "MH-A3" Join D/S 2164.2 760.30 774.54 7.184 49.38 1 7.069 6.99 0.000 2.287 0.00000 "MH-A3" Join U/S 2169.2 760.30 774.50 8.708 3.00 1 7.069 0.42 0.000 0.539 0.00000 "Tra3" TransitD/S 2169.2 760.30 774.50 8.708 3.00 1 7.069 0.42 0.000 0.539 0.02100 "Tra3" TransitU/S 2175.2 760.43 774.54 8.573 3.00 1 3.142 0.95 0.000 0.604 0.02100 "L-CBA9" Reach D/S 2175.2 760.43 774.54 8.573 3.00 1 3.142 0.95 0.393 0.604 0.02473 "i.p." 2442.9 767.05 776.83 2.000 3.00 1 3.142 0.95 0.393 0.604 0.02473 "i.p." 2450.4 767.23 776.90 1.815 3.00 1 2.995 1.00 0.393 0.604 0.02473 "i.p." 2454.7 767.34 776.93 1.707 3.00 1 2.856 1.05 0.393 0.604 0.02473 "i.p." 2458.3 767.43 776.97 1.618 3.00 1 2.723 1.10 0.393 0.604 0.02473 "i.p." 2461.4 767.50 776.99 1.540 3.00 1 2.596 1.16 0.393 0.604 0.02473 "i.p." 2464.1 767.57 777.02 1.470 3.00 1 2.476 1.21 0.393 0.604 0.02473 "i.p." 2466.7 767.63 777.04 1.406 3.00 1 2.360 1.27 0.393 0.604 0.02473 "i.p." 2469.0 767.69 777.06 1.347 3.00 1 2.250 1.33 0.393 0.604 0.02473 "i.p." 2471.1 767.74 777.08 1.292 3.00 1 2.146 1.40 0.393 0.604 0.02473 "i.p." 2473.1 767.79 777.09 1.240 3.00 1 2.046 1.47 0.393 0.604 0.02473 "i.p." 2475.0 767.84 777.11 1.191 3.00 1 1.951 1.54 0.393 0.604 0.02473 "i.p." 2476.7 767.88 777.12 1.145 3.00 1 1.860 1.61 0.393 0.604 0.02473 "i.p." 2478.4 767.92 777.14 1.101 3.00 1 1.773 1.69 0.393 0.604 0.02473 "i.p." 2479.9 767.96 777.15 1.060 3.00 1 1.691 1.77 0.393 0.604 0.02473 "i.p." 2481.3 768.00 777.16 1.021 3.00 1 1.612 1.86 0.393 0.604 0.02473 "i.p." 2482.7 768.03 777.17 0.983 3.00 1 1.537 1.95 0.393 0.604 0.02473 "i.p." 2483.9 768.06 777.18 0.947 3.00 1 1.466 2.05 0.393 0.604 0.02473 "i.p." 2485.1 768.09 777.19 0.913 3.00 1 1.397 2.15 0.393 0.604 0.02473 "i.p." 2486.2 768.12 777.20 0.880 3.00 1 1.332 2.25 0.393 0.604 0.02473 "i.p." 2487.1 768.14 777.21 0.849 3.00 1 1.270 2.36 0.393 0.604 0.02473 "i.p." 2488.1 768.16 777.22 0.819 3.00 1 1.211 2.48 0.393 0.604 0.02473 "i.p." 2488.9 768.18 777.23 0.791 3.00 1 1.155 2.60 0.393 0.604 0.02473 "i.p." 2489.6 768.20 777.23 0.763 3.00 1 1.101 2.72 0.393 0.604 0.02473 "i.p." 2490.3 768.22 777.24 0.736 3.00 1 1.050 2.86 0.393 0.604 0.02473 "i.p." 2490.8 768.23 777.24 0.711 3.00 1 1.001 3.00 0.393 0.604 0.02473 "i.p." 2491.3 768.24 777.25 0.687 3.00 1 0.954 3.14 0.393 0.604 0.02473 "i.p." 2491.7 768.25 777.25 0.663 3.00 1 0.910 3.30 0.393 0.604 0.02473 "i.p." 2492.0 768.26 777.25 0.641 3.00 1 0.868 3.46 0.393 0.604 0.02473 "i.p." 2492.1 768.26 777.26 0.619 3.00 1 0.827 3.63 0.393 0.604 0.02473 This document was created by an application that isn’t licensed to use novaPDF.
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B3-154
1648
Ontario Regional Sports Complex J
B.2 – STREET CAPACITY CALCULATIONS
B3-155
1649
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 R1 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.36
Highlighted
Depth (ft) = 0.34
Q (cfs) = 1.360
Area (sqft) = 1.24
Velocity (ft/s) = 1.10
Wetted Perim (ft) = 10.90
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 10.55
EGL (ft) = 0.36
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-156
1650
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V1 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.42
Highlighted
Depth (ft) = 0.34
Q (cfs) = 1.420
Area (sqft) = 1.28
Velocity (ft/s) = 1.11
Wetted Perim (ft) = 11.10
Crit Depth, Yc (ft) = 0.30
Spread Width (ft) = 10.75
EGL (ft) = 0.36
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-157
1651
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V2 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.37
Highlighted
Depth (ft) = 0.34
Q (cfs) = 1.370
Area (sqft) = 1.25
Velocity (ft/s) = 1.10
Wetted Perim (ft) = 10.95
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 10.60
EGL (ft) = 0.36
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-158
1652
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V3 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.08
Highlighted
Depth (ft) = 0.38
Q (cfs) = 2.080
Area (sqft) = 1.74
Velocity (ft/s) = 1.20
Wetted Perim (ft) = 13.09
Crit Depth, Yc (ft) = 0.33
Spread Width (ft) = 12.70
EGL (ft) = 0.40
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-159
1653
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V4 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.08
Highlighted
Depth (ft) = 0.38
Q (cfs) = 2.080
Area (sqft) = 1.74
Velocity (ft/s) = 1.20
Wetted Perim (ft) = 13.09
Crit Depth, Yc (ft) = 0.33
Spread Width (ft) = 12.70
EGL (ft) = 0.40
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-160
1654
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V5 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.40
Highlighted
Depth (ft) = 0.34
Q (cfs) = 1.400
Area (sqft) = 1.27
Velocity (ft/s) = 1.10
Wetted Perim (ft) = 11.05
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 10.70
EGL (ft) = 0.36
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-161
1655
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V6 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.40
Highlighted
Depth (ft) = 0.34
Q (cfs) = 1.400
Area (sqft) = 1.27
Velocity (ft/s) = 1.10
Wetted Perim (ft) = 11.05
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 10.70
EGL (ft) = 0.36
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-162
1656
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V7 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.03
Highlighted
Depth (ft) = 0.31
Q (cfs) = 1.030
Area (sqft) = 0.99
Velocity (ft/s) = 1.04
Wetted Perim (ft) = 9.62
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 9.30
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-163
1657
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V8 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.03
Highlighted
Depth (ft) = 0.31
Q (cfs) = 1.030
Area (sqft) = 0.99
Velocity (ft/s) = 1.04
Wetted Perim (ft) = 9.62
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 9.30
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-164
1658
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 R2 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 3.27
Highlighted
Depth (ft) = 0.35
Q (cfs) = 3.270
Area (sqft) = 1.44
Velocity (ft/s) = 2.28
Wetted Perim (ft) = 11.81
Crit Depth, Yc (ft) = 0.37
Spread Width (ft) = 11.45
EGL (ft) = 0.44
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-165
1659
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 F3 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.50
Highlighted
Depth (ft) = 0.25
Q (cfs) = 1.500
Area (sqft) = 0.51
Velocity (ft/s) = 2.94
Wetted Perim (ft) = 6.46
Crit Depth, Yc (ft) = 0.30
Spread Width (ft) = 6.20
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-166
1660
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C6 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.23
Highlighted
Depth (ft) = 0.28
Q (cfs) = 1.230
Area (sqft) = 0.73
Velocity (ft/s) = 1.69
Wetted Perim (ft) = 8.04
Crit Depth, Yc (ft) = 0.28
Spread Width (ft) = 7.75
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-167
1661
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C5 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.19
Highlighted
Depth (ft) = 0.29
Q (cfs) = 1.190
Area (sqft) = 0.84
Velocity (ft/s) = 1.42
Wetted Perim (ft) = 8.75
Crit Depth, Yc (ft) = 0.28
Spread Width (ft) = 8.45
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-168
1662
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 F1 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.32
Highlighted
Depth (ft) = 0.17
Q (cfs) = 0.320
Area (sqft) = 0.17
Velocity (ft/s) = 1.83
Wetted Perim (ft) = 2.38
Crit Depth, Yc (ft) = 0.19
Spread Width (ft) = 2.20
EGL (ft) = 0.22
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-169
1663
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 F2 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.31
Highlighted
Depth (ft) = 0.17
Q (cfs) = 0.310
Area (sqft) = 0.17
Velocity (ft/s) = 1.82
Wetted Perim (ft) = 2.27
Crit Depth, Yc (ft) = 0.19
Spread Width (ft) = 2.10
EGL (ft) = 0.22
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-170
1664
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E2 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.62
Highlighted
Depth (ft) = 0.25
Q (cfs) = 0.620
Area (sqft) = 0.48
Velocity (ft/s) = 1.29
Wetted Perim (ft) = 6.20
Crit Depth, Yc (ft) = 0.23
Spread Width (ft) = 5.95
EGL (ft) = 0.27
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-171
1665
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E1 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.62
Highlighted
Depth (ft) = 0.23
Q (cfs) = 0.620
Area (sqft) = 0.40
Velocity (ft/s) = 1.54
Wetted Perim (ft) = 5.49
Crit Depth, Yc (ft) = 0.23
Spread Width (ft) = 5.25
EGL (ft) = 0.27
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-172
1666
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E4 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.31
Highlighted
Depth (ft) = 0.18
Q (cfs) = 0.310
Area (sqft) = 0.19
Velocity (ft/s) = 1.67
Wetted Perim (ft) = 2.63
Crit Depth, Yc (ft) = 0.19
Spread Width (ft) = 2.45
EGL (ft) = 0.22
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-173
1667
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E3 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.30
Highlighted
Depth (ft) = 0.17
Q (cfs) = 0.300
Area (sqft) = 0.17
Velocity (ft/s) = 1.81
Wetted Perim (ft) = 2.17
Crit Depth, Yc (ft) = 0.18
Spread Width (ft) = 2.00
EGL (ft) = 0.22
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-174
1668
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C2 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.81
Highlighted
Depth (ft) = 0.23
Q (cfs) = 0.810
Area (sqft) = 0.40
Velocity (ft/s) = 2.02
Wetted Perim (ft) = 5.49
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 5.25
EGL (ft) = 0.29
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-175
1669
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C1 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.75
Highlighted
Depth (ft) = 0.26
Q (cfs) = 0.750
Area (sqft) = 0.57
Velocity (ft/s) = 1.32
Wetted Perim (ft) = 6.92
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 6.65
EGL (ft) = 0.29
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-176
1670
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C4 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.85
Highlighted
Depth (ft) = 0.24
Q (cfs) = 0.850
Area (sqft) = 0.47
Velocity (ft/s) = 1.82
Wetted Perim (ft) = 6.10
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 5.85
EGL (ft) = 0.29
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-177
1671
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C3 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.85
Highlighted
Depth (ft) = 0.30
Q (cfs) = 0.850
Area (sqft) = 0.85
Velocity (ft/s) = 1.00
Wetted Perim (ft) = 8.80
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 8.50
EGL (ft) = 0.31
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-178
1672
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A9 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.44
Highlighted
Depth (ft) = 0.25
Q (cfs) = 0.440
Area (sqft) = 0.48
Velocity (ft/s) = 0.92
Wetted Perim (ft) = 6.20
Crit Depth, Yc (ft) = 0.21
Spread Width (ft) = 5.95
EGL (ft) = 0.26
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-179
1673
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A10 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.33
Highlighted
Depth (ft) = 0.23
Q (cfs) = 0.330
Area (sqft) = 0.37
Velocity (ft/s) = 0.89
Wetted Perim (ft) = 5.18
Crit Depth, Yc (ft) = 0.19
Spread Width (ft) = 4.95
EGL (ft) = 0.24
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-180
1674
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A7 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.85
Highlighted
Depth (ft) = 0.25
Q (cfs) = 0.850
Area (sqft) = 0.53
Velocity (ft/s) = 1.61
Wetted Perim (ft) = 6.61
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 6.35
EGL (ft) = 0.29
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-181
1675
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A8 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.42
Highlighted
Depth (ft) = 0.28
Q (cfs) = 1.420
Area (sqft) = 0.73
Velocity (ft/s) = 1.95
Wetted Perim (ft) = 8.04
Crit Depth, Yc (ft) = 0.30
Spread Width (ft) = 7.75
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-182
1676
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A11 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.90
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.92
Highlighted
Depth (ft) = 0.22
Q (cfs) = 0.920
Area (sqft) = 0.35
Velocity (ft/s) = 2.65
Wetted Perim (ft) = 4.93
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 4.70
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-183
1677
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B5 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.72
Highlighted
Depth (ft) = 0.20
Q (cfs) = 0.720
Area (sqft) = 0.26
Velocity (ft/s) = 2.74
Wetted Perim (ft) = 3.91
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 3.70
EGL (ft) = 0.32
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-184
1678
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B6 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.83
Highlighted
Depth (ft) = 0.21
Q (cfs) = 0.830
Area (sqft) = 0.30
Velocity (ft/s) = 2.78
Wetted Perim (ft) = 4.37
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 4.15
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-185
1679
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 D2 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.44
Highlighted
Depth (ft) = 0.19
Q (cfs) = 0.440
Area (sqft) = 0.23
Velocity (ft/s) = 1.93
Wetted Perim (ft) = 3.40
Crit Depth, Yc (ft) = 0.21
Spread Width (ft) = 3.20
EGL (ft) = 0.25
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-186
1680
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 D1 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.36
Highlighted
Depth (ft) = 0.23
Q (cfs) = 0.360
Area (sqft) = 0.40
Velocity (ft/s) = 0.90
Wetted Perim (ft) = 5.49
Crit Depth, Yc (ft) = 0.20
Spread Width (ft) = 5.25
EGL (ft) = 0.24
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-187
1681
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B3 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.58
Highlighted
Depth (ft) = 0.19
Q (cfs) = 0.580
Area (sqft) = 0.22
Velocity (ft/s) = 2.69
Wetted Perim (ft) = 3.19
Crit Depth, Yc (ft) = 0.23
Spread Width (ft) = 3.00
EGL (ft) = 0.30
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-188
1682
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B4 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.63
Highlighted
Depth (ft) = 0.19
Q (cfs) = 0.630
Area (sqft) = 0.23
Velocity (ft/s) = 2.72
Wetted Perim (ft) = 3.45
Crit Depth, Yc (ft) = 0.24
Spread Width (ft) = 3.25
EGL (ft) = 0.31
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-189
1683
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B2 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.61
Highlighted
Depth (ft) = 0.27
Q (cfs) = 0.610
Area (sqft) = 0.64
Velocity (ft/s) = 0.96
Wetted Perim (ft) = 7.43
Crit Depth, Yc (ft) = 0.23
Spread Width (ft) = 7.15
EGL (ft) = 0.28
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-190
1684
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B1 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.68
Highlighted
Depth (ft) = 0.24
Q (cfs) = 0.680
Area (sqft) = 0.43
Velocity (ft/s) = 1.57
Wetted Perim (ft) = 5.79
Crit Depth, Yc (ft) = 0.24
Spread Width (ft) = 5.55
EGL (ft) = 0.28
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-191
1685
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A6 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.80
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.86
Highlighted
Depth (ft) = 0.22
Q (cfs) = 0.860
Area (sqft) = 0.34
Velocity (ft/s) = 2.51
Wetted Perim (ft) = 4.88
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 4.65
EGL (ft) = 0.32
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-192
1686
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A5 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.80
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.93
Highlighted
Depth (ft) = 0.23
Q (cfs) = 0.930
Area (sqft) = 0.37
Velocity (ft/s) = 2.51
Wetted Perim (ft) = 5.18
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 4.95
EGL (ft) = 0.32
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-193
1687
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A3 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.78
Highlighted
Depth (ft) = 0.20
Q (cfs) = 0.780
Area (sqft) = 0.27
Velocity (ft/s) = 2.88
Wetted Perim (ft) = 4.01
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 3.80
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-194
1688
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A4 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.77
Highlighted
Depth (ft) = 0.20
Q (cfs) = 0.770
Area (sqft) = 0.28
Velocity (ft/s) = 2.77
Wetted Perim (ft) = 4.11
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 3.90
EGL (ft) = 0.32
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-195
1689
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A2 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.60
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.75
Highlighted
Depth (ft) = 0.22
Q (cfs) = 0.750
Area (sqft) = 0.35
Velocity (ft/s) = 2.16
Wetted Perim (ft) = 4.93
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 4.70
EGL (ft) = 0.29
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-196
1690
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A1 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.48
Highlighted
Depth (ft) = 0.21
Q (cfs) = 0.480
Area (sqft) = 0.32
Velocity (ft/s) = 1.52
Wetted Perim (ft) = 4.57
Crit Depth, Yc (ft) = 0.22
Spread Width (ft) = 4.35
EGL (ft) = 0.25
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-197
1691
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H3 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.78
Highlighted
Depth (ft) = 0.33
Q (cfs) = 1.780
Area (sqft) = 1.17
Velocity (ft/s) = 1.53
Wetted Perim (ft) = 10.54
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 10.20
EGL (ft) = 0.37
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-198
1692
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H4 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.60
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.66
Highlighted
Depth (ft) = 0.28
Q (cfs) = 1.660
Area (sqft) = 0.70
Velocity (ft/s) = 2.38
Wetted Perim (ft) = 7.83
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 7.55
EGL (ft) = 0.37
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-199
1693
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H1 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.76
Highlighted
Depth (ft) = 0.33
Q (cfs) = 1.760
Area (sqft) = 1.16
Velocity (ft/s) = 1.52
Wetted Perim (ft) = 10.49
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 10.15
EGL (ft) = 0.37
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-200
1694
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H2 DA Street Capacity 10-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.60
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.74
Highlighted
Depth (ft) = 0.28
Q (cfs) = 1.740
Area (sqft) = 0.73
Velocity (ft/s) = 2.39
Wetted Perim (ft) = 8.04
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 7.75
EGL (ft) = 0.37
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-201
1695
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 R1 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.70
Highlighted
Depth (ft) = 0.36
Q (cfs) = 1.700
Area (sqft) = 1.48
Velocity (ft/s) = 1.15
Wetted Perim (ft) = 12.02
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 11.65
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-202
1696
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V1 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.76
Highlighted
Depth (ft) = 0.36
Q (cfs) = 1.760
Area (sqft) = 1.53
Velocity (ft/s) = 1.15
Wetted Perim (ft) = 12.22
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 11.85
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-203
1697
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V2 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.71
Highlighted
Depth (ft) = 0.36
Q (cfs) = 1.710
Area (sqft) = 1.49
Velocity (ft/s) = 1.14
Wetted Perim (ft) = 12.07
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 11.70
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-204
1698
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V3 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.60
Highlighted
Depth (ft) = 0.40
Q (cfs) = 2.600
Area (sqft) = 2.07
Velocity (ft/s) = 1.25
Wetted Perim (ft) = 14.36
Crit Depth, Yc (ft) = 0.35
Spread Width (ft) = 13.95
EGL (ft) = 0.43
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-205
1699
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V4 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.60
Highlighted
Depth (ft) = 0.40
Q (cfs) = 2.600
Area (sqft) = 2.07
Velocity (ft/s) = 1.25
Wetted Perim (ft) = 14.36
Crit Depth, Yc (ft) = 0.35
Spread Width (ft) = 13.95
EGL (ft) = 0.43
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-206
1700
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V5 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.74
Highlighted
Depth (ft) = 0.36
Q (cfs) = 1.740
Area (sqft) = 1.52
Velocity (ft/s) = 1.15
Wetted Perim (ft) = 12.17
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 11.80
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-207
1701
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V6 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.74
Highlighted
Depth (ft) = 0.36
Q (cfs) = 1.740
Area (sqft) = 1.52
Velocity (ft/s) = 1.15
Wetted Perim (ft) = 12.17
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 11.80
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-208
1702
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V7 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.28
Highlighted
Depth (ft) = 0.33
Q (cfs) = 1.280
Area (sqft) = 1.19
Velocity (ft/s) = 1.08
Wetted Perim (ft) = 10.64
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 10.30
EGL (ft) = 0.35
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-209
1703
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V8 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.28
Highlighted
Depth (ft) = 0.33
Q (cfs) = 1.280
Area (sqft) = 1.19
Velocity (ft/s) = 1.08
Wetted Perim (ft) = 10.64
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 10.30
EGL (ft) = 0.35
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-210
1704
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 R2 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 4.07
Highlighted
Depth (ft) = 0.38
Q (cfs) = 4.070
Area (sqft) = 1.71
Velocity (ft/s) = 2.38
Wetted Perim (ft) = 12.99
Crit Depth, Yc (ft) = 0.40
Spread Width (ft) = 12.60
EGL (ft) = 0.47
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-211
1705
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 F3 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.87
Highlighted
Depth (ft) = 0.27
Q (cfs) = 1.870
Area (sqft) = 0.62
Velocity (ft/s) = 3.00
Wetted Perim (ft) = 7.32
Crit Depth, Yc (ft) = 0.32
Spread Width (ft) = 7.05
EGL (ft) = 0.41
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-212
1706
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C6 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.53
Highlighted
Depth (ft) = 0.30
Q (cfs) = 1.530
Area (sqft) = 0.87
Velocity (ft/s) = 1.75
Wetted Perim (ft) = 8.96
Crit Depth, Yc (ft) = 0.30
Spread Width (ft) = 8.65
EGL (ft) = 0.35
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-213
1707
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C5 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.48
Highlighted
Depth (ft) = 0.31
Q (cfs) = 1.480
Area (sqft) = 1.00
Velocity (ft/s) = 1.48
Wetted Perim (ft) = 9.67
Crit Depth, Yc (ft) = 0.30
Spread Width (ft) = 9.35
EGL (ft) = 0.35
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-214
1708
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 F1 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.40
Highlighted
Depth (ft) = 0.18
Q (cfs) = 0.400
Area (sqft) = 0.21
Velocity (ft/s) = 1.90
Wetted Perim (ft) = 3.09
Crit Depth, Yc (ft) = 0.21
Spread Width (ft) = 2.90
EGL (ft) = 0.24
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-215
1709
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 F2 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.39
Highlighted
Depth (ft) = 0.18
Q (cfs) = 0.390
Area (sqft) = 0.20
Velocity (ft/s) = 1.91
Wetted Perim (ft) = 2.99
Crit Depth, Yc (ft) = 0.20
Spread Width (ft) = 2.80
EGL (ft) = 0.24
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-216
1710
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E2 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.78
Highlighted
Depth (ft) = 0.26
Q (cfs) = 0.780
Area (sqft) = 0.59
Velocity (ft/s) = 1.33
Wetted Perim (ft) = 7.07
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 6.80
EGL (ft) = 0.29
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-217
1711
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E1 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.77
Highlighted
Depth (ft) = 0.25
Q (cfs) = 0.770
Area (sqft) = 0.49
Velocity (ft/s) = 1.58
Wetted Perim (ft) = 6.25
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 6.00
EGL (ft) = 0.29
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-218
1712
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E4 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.38
Highlighted
Depth (ft) = 0.19
Q (cfs) = 0.380
Area (sqft) = 0.22
Velocity (ft/s) = 1.71
Wetted Perim (ft) = 3.30
Crit Depth, Yc (ft) = 0.20
Spread Width (ft) = 3.10
EGL (ft) = 0.23
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-219
1713
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E3 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.37
Highlighted
Depth (ft) = 0.18
Q (cfs) = 0.370
Area (sqft) = 0.20
Velocity (ft/s) = 1.89
Wetted Perim (ft) = 2.84
Crit Depth, Yc (ft) = 0.20
Spread Width (ft) = 2.65
EGL (ft) = 0.23
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-220
1714
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C2 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.00
Highlighted
Depth (ft) = 0.25
Q (cfs) = 1.000
Area (sqft) = 0.49
Velocity (ft/s) = 2.06
Wetted Perim (ft) = 6.25
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 6.00
EGL (ft) = 0.31
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-221
1715
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C1 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.93
Highlighted
Depth (ft) = 0.28
Q (cfs) = 0.930
Area (sqft) = 0.68
Velocity (ft/s) = 1.37
Wetted Perim (ft) = 7.73
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 7.45
EGL (ft) = 0.30
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-222
1716
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C4 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.06
Highlighted
Depth (ft) = 0.26
Q (cfs) = 1.060
Area (sqft) = 0.57
Velocity (ft/s) = 1.87
Wetted Perim (ft) = 6.92
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 6.65
EGL (ft) = 0.31
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-223
1717
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C3 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.06
Highlighted
Depth (ft) = 0.31
Q (cfs) = 1.060
Area (sqft) = 1.02
Velocity (ft/s) = 1.04
Wetted Perim (ft) = 9.77
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 9.45
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-224
1718
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A9 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.55
Highlighted
Depth (ft) = 0.26
Q (cfs) = 0.550
Area (sqft) = 0.58
Velocity (ft/s) = 0.95
Wetted Perim (ft) = 7.02
Crit Depth, Yc (ft) = 0.23
Spread Width (ft) = 6.75
EGL (ft) = 0.27
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-225
1719
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A10 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.42
Highlighted
Depth (ft) = 0.24
Q (cfs) = 0.420
Area (sqft) = 0.46
Velocity (ft/s) = 0.91
Wetted Perim (ft) = 6.05
Crit Depth, Yc (ft) = 0.21
Spread Width (ft) = 5.80
EGL (ft) = 0.25
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-226
1720
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A7 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.06
Highlighted
Depth (ft) = 0.27
Q (cfs) = 1.060
Area (sqft) = 0.64
Velocity (ft/s) = 1.66
Wetted Perim (ft) = 7.43
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 7.15
EGL (ft) = 0.31
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-227
1721
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A8 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.08
Highlighted
Depth (ft) = 0.26
Q (cfs) = 1.080
Area (sqft) = 0.57
Velocity (ft/s) = 1.88
Wetted Perim (ft) = 6.97
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 6.70
EGL (ft) = 0.31
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-228
1722
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A11 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.90
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.14
Highlighted
Depth (ft) = 0.24
Q (cfs) = 1.140
Area (sqft) = 0.42
Velocity (ft/s) = 2.69
Wetted Perim (ft) = 5.69
Crit Depth, Yc (ft) = 0.28
Spread Width (ft) = 5.45
EGL (ft) = 0.35
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-229
1723
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B5 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.90
Highlighted
Depth (ft) = 0.22
Q (cfs) = 0.900
Area (sqft) = 0.32
Velocity (ft/s) = 2.78
Wetted Perim (ft) = 4.67
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 4.45
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-230
1724
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B6 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.04
Highlighted
Depth (ft) = 0.23
Q (cfs) = 1.040
Area (sqft) = 0.37
Velocity (ft/s) = 2.80
Wetted Perim (ft) = 5.18
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 4.95
EGL (ft) = 0.35
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-231
1725
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 D2 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.55
Highlighted
Depth (ft) = 0.21
Q (cfs) = 0.550
Area (sqft) = 0.28
Velocity (ft/s) = 1.95
Wetted Perim (ft) = 4.16
Crit Depth, Yc (ft) = 0.23
Spread Width (ft) = 3.95
EGL (ft) = 0.26
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-232
1726
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 D1 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.44
Highlighted
Depth (ft) = 0.25
Q (cfs) = 0.440
Area (sqft) = 0.48
Velocity (ft/s) = 0.92
Wetted Perim (ft) = 6.20
Crit Depth, Yc (ft) = 0.21
Spread Width (ft) = 5.95
EGL (ft) = 0.26
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-233
1727
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B3 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.72
Highlighted
Depth (ft) = 0.20
Q (cfs) = 0.720
Area (sqft) = 0.26
Velocity (ft/s) = 2.74
Wetted Perim (ft) = 3.91
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 3.70
EGL (ft) = 0.32
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-234
1728
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B4 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.78
Highlighted
Depth (ft) = 0.21
Q (cfs) = 0.780
Area (sqft) = 0.28
Velocity (ft/s) = 2.77
Wetted Perim (ft) = 4.16
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 3.95
EGL (ft) = 0.32
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-235
1729
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B2 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.76
Highlighted
Depth (ft) = 0.29
Q (cfs) = 0.760
Area (sqft) = 0.77
Velocity (ft/s) = 0.99
Wetted Perim (ft) = 8.29
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 8.00
EGL (ft) = 0.30
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-236
1730
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B1 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.84
Highlighted
Depth (ft) = 0.25
Q (cfs) = 0.840
Area (sqft) = 0.52
Velocity (ft/s) = 1.61
Wetted Perim (ft) = 6.56
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 6.30
EGL (ft) = 0.29
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-237
1731
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A6 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.80
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.07
Highlighted
Depth (ft) = 0.23
Q (cfs) = 1.070
Area (sqft) = 0.42
Velocity (ft/s) = 2.56
Wetted Perim (ft) = 5.64
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 5.40
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-238
1732
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A5 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.80
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.16
Highlighted
Depth (ft) = 0.24
Q (cfs) = 1.160
Area (sqft) = 0.45
Velocity (ft/s) = 2.57
Wetted Perim (ft) = 5.95
Crit Depth, Yc (ft) = 0.28
Spread Width (ft) = 5.70
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-239
1733
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A3 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.98
Highlighted
Depth (ft) = 0.22
Q (cfs) = 0.980
Area (sqft) = 0.33
Velocity (ft/s) = 2.94
Wetted Perim (ft) = 4.77
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 4.55
EGL (ft) = 0.35
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-240
1734
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A4 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.95
Highlighted
Depth (ft) = 0.22
Q (cfs) = 0.950
Area (sqft) = 0.34
Velocity (ft/s) = 2.78
Wetted Perim (ft) = 4.88
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 4.65
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-241
1735
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A2 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.60
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.93
Highlighted
Depth (ft) = 0.24
Q (cfs) = 0.930
Area (sqft) = 0.42
Velocity (ft/s) = 2.20
Wetted Perim (ft) = 5.69
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 5.45
EGL (ft) = 0.31
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-242
1736
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A1 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.59
Highlighted
Depth (ft) = 0.23
Q (cfs) = 0.590
Area (sqft) = 0.38
Velocity (ft/s) = 1.55
Wetted Perim (ft) = 5.28
Crit Depth, Yc (ft) = 0.23
Spread Width (ft) = 5.05
EGL (ft) = 0.26
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-243
1737
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H3 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.22
Highlighted
Depth (ft) = 0.35
Q (cfs) = 2.220
Area (sqft) = 1.39
Velocity (ft/s) = 1.60
Wetted Perim (ft) = 11.61
Crit Depth, Yc (ft) = 0.33
Spread Width (ft) = 11.25
EGL (ft) = 0.39
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-244
1738
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H4 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.60
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.07
Highlighted
Depth (ft) = 0.29
Q (cfs) = 2.070
Area (sqft) = 0.84
Velocity (ft/s) = 2.46
Wetted Perim (ft) = 8.75
Crit Depth, Yc (ft) = 0.33
Spread Width (ft) = 8.45
EGL (ft) = 0.39
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-245
1739
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H1 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.19
Highlighted
Depth (ft) = 0.35
Q (cfs) = 2.190
Area (sqft) = 1.38
Velocity (ft/s) = 1.59
Wetted Perim (ft) = 11.56
Crit Depth, Yc (ft) = 0.33
Spread Width (ft) = 11.20
EGL (ft) = 0.39
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-246
1740
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H2 DA Street Capacity 25-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.60
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.17
Highlighted
Depth (ft) = 0.30
Q (cfs) = 2.170
Area (sqft) = 0.87
Velocity (ft/s) = 2.48
Wetted Perim (ft) = 8.96
Crit Depth, Yc (ft) = 0.33
Spread Width (ft) = 8.65
EGL (ft) = 0.39
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-247
1741
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 R1 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.23
Highlighted
Depth (ft) = 0.39
Q (cfs) = 2.230
Area (sqft) = 1.84
Velocity (ft/s) = 1.21
Wetted Perim (ft) = 13.50
Crit Depth, Yc (ft) = 0.33
Spread Width (ft) = 13.10
EGL (ft) = 0.41
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-248
1742
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V1 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.32
Highlighted
Depth (ft) = 0.39
Q (cfs) = 2.320
Area (sqft) = 1.89
Velocity (ft/s) = 1.22
Wetted Perim (ft) = 13.70
Crit Depth, Yc (ft) = 0.34
Spread Width (ft) = 13.30
EGL (ft) = 0.42
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-249
1743
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V2 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.25
Highlighted
Depth (ft) = 0.39
Q (cfs) = 2.250
Area (sqft) = 1.86
Velocity (ft/s) = 1.21
Wetted Perim (ft) = 13.55
Crit Depth, Yc (ft) = 0.34
Spread Width (ft) = 13.15
EGL (ft) = 0.41
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-250
1744
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V3 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 3.42
Highlighted
Depth (ft) = 0.44
Q (cfs) = 3.420
Area (sqft) = 2.58
Velocity (ft/s) = 1.33
Wetted Perim (ft) = 16.10
Crit Depth, Yc (ft) = 0.38
Spread Width (ft) = 15.65
EGL (ft) = 0.47
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-251
1745
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V4 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 3.41
Highlighted
Depth (ft) = 0.44
Q (cfs) = 3.410
Area (sqft) = 2.58
Velocity (ft/s) = 1.32
Wetted Perim (ft) = 16.10
Crit Depth, Yc (ft) = 0.38
Spread Width (ft) = 15.65
EGL (ft) = 0.47
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-252
1746
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V5 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.29
Highlighted
Depth (ft) = 0.39
Q (cfs) = 2.290
Area (sqft) = 1.88
Velocity (ft/s) = 1.22
Wetted Perim (ft) = 13.65
Crit Depth, Yc (ft) = 0.34
Spread Width (ft) = 13.25
EGL (ft) = 0.41
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-253
1747
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V6 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.29
Highlighted
Depth (ft) = 0.39
Q (cfs) = 2.290
Area (sqft) = 1.88
Velocity (ft/s) = 1.22
Wetted Perim (ft) = 13.65
Crit Depth, Yc (ft) = 0.34
Spread Width (ft) = 13.25
EGL (ft) = 0.41
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-254
1748
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V7 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.68
Highlighted
Depth (ft) = 0.36
Q (cfs) = 1.680
Area (sqft) = 1.47
Velocity (ft/s) = 1.14
Wetted Perim (ft) = 11.97
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 11.60
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-255
1749
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 V8 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.68
Highlighted
Depth (ft) = 0.36
Q (cfs) = 1.680
Area (sqft) = 1.47
Velocity (ft/s) = 1.14
Wetted Perim (ft) = 11.97
Crit Depth, Yc (ft) = 0.31
Spread Width (ft) = 11.60
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-256
1750
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 R2 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 5.36
Highlighted
Depth (ft) = 0.41
Q (cfs) = 5.360
Area (sqft) = 2.13
Velocity (ft/s) = 2.52
Wetted Perim (ft) = 14.57
Crit Depth, Yc (ft) = 0.43
Spread Width (ft) = 14.15
EGL (ft) = 0.51
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-257
1751
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 F3 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.47
Highlighted
Depth (ft) = 0.29
Q (cfs) = 2.470
Area (sqft) = 0.79
Velocity (ft/s) = 3.13
Wetted Perim (ft) = 8.45
Crit Depth, Yc (ft) = 0.34
Spread Width (ft) = 8.15
EGL (ft) = 0.44
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-258
1752
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C6 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.01
Highlighted
Depth (ft) = 0.32
Q (cfs) = 2.010
Area (sqft) = 1.10
Velocity (ft/s) = 1.83
Wetted Perim (ft) = 10.18
Crit Depth, Yc (ft) = 0.33
Spread Width (ft) = 9.85
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-259
1753
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C5 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.99
Highlighted
Depth (ft) = 0.34
Q (cfs) = 1.990
Area (sqft) = 1.28
Velocity (ft/s) = 1.55
Wetted Perim (ft) = 11.10
Crit Depth, Yc (ft) = 0.32
Spread Width (ft) = 10.75
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-260
1754
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 F1 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.53
Highlighted
Depth (ft) = 0.20
Q (cfs) = 0.530
Area (sqft) = 0.27
Velocity (ft/s) = 1.93
Wetted Perim (ft) = 4.06
Crit Depth, Yc (ft) = 0.22
Spread Width (ft) = 3.85
EGL (ft) = 0.26
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-261
1755
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 F2 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.51
Highlighted
Depth (ft) = 0.20
Q (cfs) = 0.510
Area (sqft) = 0.26
Velocity (ft/s) = 1.94
Wetted Perim (ft) = 3.91
Crit Depth, Yc (ft) = 0.22
Spread Width (ft) = 3.70
EGL (ft) = 0.26
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-262
1756
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E2 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.02
Highlighted
Depth (ft) = 0.28
Q (cfs) = 1.020
Area (sqft) = 0.73
Velocity (ft/s) = 1.39
Wetted Perim (ft) = 8.09
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 7.80
EGL (ft) = 0.31
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-263
1757
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E1 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.01
Highlighted
Depth (ft) = 0.27
Q (cfs) = 1.010
Area (sqft) = 0.62
Velocity (ft/s) = 1.64
Wetted Perim (ft) = 7.27
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 7.00
EGL (ft) = 0.31
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-264
1758
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E4 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.50
Highlighted
Depth (ft) = 0.21
Q (cfs) = 0.500
Area (sqft) = 0.29
Velocity (ft/s) = 1.75
Wetted Perim (ft) = 4.21
Crit Depth, Yc (ft) = 0.22
Spread Width (ft) = 4.00
EGL (ft) = 0.25
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-265
1759
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 E3 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.49
Highlighted
Depth (ft) = 0.20
Q (cfs) = 0.490
Area (sqft) = 0.25
Velocity (ft/s) = 1.94
Wetted Perim (ft) = 3.75
Crit Depth, Yc (ft) = 0.22
Spread Width (ft) = 3.55
EGL (ft) = 0.26
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-266
1760
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C2 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.32
Highlighted
Depth (ft) = 0.27
Q (cfs) = 1.320
Area (sqft) = 0.62
Velocity (ft/s) = 2.12
Wetted Perim (ft) = 7.32
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 7.05
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-267
1761
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C1 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.23
Highlighted
Depth (ft) = 0.30
Q (cfs) = 1.230
Area (sqft) = 0.87
Velocity (ft/s) = 1.42
Wetted Perim (ft) = 8.91
Crit Depth, Yc (ft) = 0.28
Spread Width (ft) = 8.60
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-268
1762
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C4 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.40
Highlighted
Depth (ft) = 0.28
Q (cfs) = 1.400
Area (sqft) = 0.72
Velocity (ft/s) = 1.95
Wetted Perim (ft) = 7.99
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 7.70
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-269
1763
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 C3 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.40
Highlighted
Depth (ft) = 0.34
Q (cfs) = 1.400
Area (sqft) = 1.27
Velocity (ft/s) = 1.10
Wetted Perim (ft) = 11.05
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 10.70
EGL (ft) = 0.36
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-270
1764
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A9 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.72
Highlighted
Depth (ft) = 0.28
Q (cfs) = 0.720
Area (sqft) = 0.73
Velocity (ft/s) = 0.98
Wetted Perim (ft) = 8.09
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 7.80
EGL (ft) = 0.30
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-271
1765
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A10 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.55
Highlighted
Depth (ft) = 0.26
Q (cfs) = 0.550
Area (sqft) = 0.58
Velocity (ft/s) = 0.95
Wetted Perim (ft) = 7.02
Crit Depth, Yc (ft) = 0.23
Spread Width (ft) = 6.75
EGL (ft) = 0.27
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-272
1766
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A7 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.39
Highlighted
Depth (ft) = 0.29
Q (cfs) = 1.390
Area (sqft) = 0.81
Velocity (ft/s) = 1.72
Wetted Perim (ft) = 8.55
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 8.25
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-273
1767
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A8 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.40
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.42
Highlighted
Depth (ft) = 0.28
Q (cfs) = 1.420
Area (sqft) = 0.73
Velocity (ft/s) = 1.95
Wetted Perim (ft) = 8.04
Crit Depth, Yc (ft) = 0.30
Spread Width (ft) = 7.75
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-274
1768
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A11 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.90
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.50
Highlighted
Depth (ft) = 0.25
Q (cfs) = 1.500
Area (sqft) = 0.54
Velocity (ft/s) = 2.80
Wetted Perim (ft) = 6.66
Crit Depth, Yc (ft) = 0.30
Spread Width (ft) = 6.40
EGL (ft) = 0.38
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-275
1769
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B5 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.19
Highlighted
Depth (ft) = 0.23
Q (cfs) = 1.190
Area (sqft) = 0.42
Velocity (ft/s) = 2.85
Wetted Perim (ft) = 5.64
Crit Depth, Yc (ft) = 0.28
Spread Width (ft) = 5.40
EGL (ft) = 0.36
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-276
1770
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B6 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.37
Highlighted
Depth (ft) = 0.24
Q (cfs) = 1.370
Area (sqft) = 0.47
Velocity (ft/s) = 2.89
Wetted Perim (ft) = 6.15
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 5.90
EGL (ft) = 0.37
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-277
1771
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 D2 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.50
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.72
Highlighted
Depth (ft) = 0.22
Q (cfs) = 0.720
Area (sqft) = 0.36
Velocity (ft/s) = 1.99
Wetted Perim (ft) = 5.08
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 4.85
EGL (ft) = 0.28
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-278
1772
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 D1 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.58
Highlighted
Depth (ft) = 0.27
Q (cfs) = 0.580
Area (sqft) = 0.61
Velocity (ft/s) = 0.95
Wetted Perim (ft) = 7.22
Crit Depth, Yc (ft) = 0.23
Spread Width (ft) = 6.95
EGL (ft) = 0.28
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-279
1773
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B3 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.95
Highlighted
Depth (ft) = 0.22
Q (cfs) = 0.950
Area (sqft) = 0.34
Velocity (ft/s) = 2.78
Wetted Perim (ft) = 4.88
Crit Depth, Yc (ft) = 0.26
Spread Width (ft) = 4.65
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-280
1774
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B4 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.03
Highlighted
Depth (ft) = 0.22
Q (cfs) = 1.030
Area (sqft) = 0.37
Velocity (ft/s) = 2.81
Wetted Perim (ft) = 5.13
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 4.90
EGL (ft) = 0.35
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-281
1775
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B2 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.00
Highlighted
Depth (ft) = 0.31
Q (cfs) = 1.000
Area (sqft) = 0.96
Velocity (ft/s) = 1.04
Wetted Perim (ft) = 9.47
Crit Depth, Yc (ft) = 0.27
Spread Width (ft) = 9.15
EGL (ft) = 0.33
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-282
1776
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 B1 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.11
Highlighted
Depth (ft) = 0.27
Q (cfs) = 1.110
Area (sqft) = 0.67
Velocity (ft/s) = 1.67
Wetted Perim (ft) = 7.63
Crit Depth, Yc (ft) = 0.28
Spread Width (ft) = 7.35
EGL (ft) = 0.32
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-283
1777
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A6 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.80
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.41
Highlighted
Depth (ft) = 0.25
Q (cfs) = 1.410
Area (sqft) = 0.54
Velocity (ft/s) = 2.63
Wetted Perim (ft) = 6.66
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 6.40
EGL (ft) = 0.36
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-284
1778
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A5 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.80
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.53
Highlighted
Depth (ft) = 0.26
Q (cfs) = 1.530
Area (sqft) = 0.57
Velocity (ft/s) = 2.66
Wetted Perim (ft) = 6.97
Crit Depth, Yc (ft) = 0.30
Spread Width (ft) = 6.70
EGL (ft) = 0.37
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-285
1779
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A3 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.10
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.28
Highlighted
Depth (ft) = 0.24
Q (cfs) = 1.280
Area (sqft) = 0.43
Velocity (ft/s) = 2.99
Wetted Perim (ft) = 5.74
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 5.50
EGL (ft) = 0.37
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-286
1780
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A4 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 1.00
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.26
Highlighted
Depth (ft) = 0.24
Q (cfs) = 1.260
Area (sqft) = 0.44
Velocity (ft/s) = 2.87
Wetted Perim (ft) = 5.85
Crit Depth, Yc (ft) = 0.29
Spread Width (ft) = 5.60
EGL (ft) = 0.37
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-287
1781
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A2 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.60
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 1.23
Highlighted
Depth (ft) = 0.26
Q (cfs) = 1.230
Area (sqft) = 0.54
Velocity (ft/s) = 2.27
Wetted Perim (ft) = 6.71
Crit Depth, Yc (ft) = 0.28
Spread Width (ft) = 6.45
EGL (ft) = 0.34
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-288
1782
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 A1 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.30
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 0.78
Highlighted
Depth (ft) = 0.25
Q (cfs) = 0.780
Area (sqft) = 0.49
Velocity (ft/s) = 1.59
Wetted Perim (ft) = 6.30
Crit Depth, Yc (ft) = 0.25
Spread Width (ft) = 6.05
EGL (ft) = 0.29
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-289
1783
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H3 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.92
Highlighted
Depth (ft) = 0.38
Q (cfs) = 2.920
Area (sqft) = 1.74
Velocity (ft/s) = 1.68
Wetted Perim (ft) = 13.09
Crit Depth, Yc (ft) = 0.36
Spread Width (ft) = 12.70
EGL (ft) = 0.42
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-290
1784
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H4 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.60
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.73
Highlighted
Depth (ft) = 0.32
Q (cfs) = 2.730
Area (sqft) = 1.06
Velocity (ft/s) = 2.58
Wetted Perim (ft) = 9.98
Crit Depth, Yc (ft) = 0.35
Spread Width (ft) = 9.65
EGL (ft) = 0.42
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-291
1785
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H1 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.20
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.88
Highlighted
Depth (ft) = 0.38
Q (cfs) = 2.880
Area (sqft) = 1.71
Velocity (ft/s) = 1.68
Wetted Perim (ft) = 12.99
Crit Depth, Yc (ft) = 0.36
Spread Width (ft) = 12.60
EGL (ft) = 0.42
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-292
1786
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 H2 DA Street Capacity 100-YEAR
Gutter
Cross Sl, Sx (ft/ft) = 0.020
Cross Sl, Sw (ft/ft) = 0.083
Gutter Width (ft) = 2.00
Invert Elev (ft) = 100.00
Slope (%) = 0.60
N-Value = 0.013
Calculations
Compute by: Known Q
Known Q (cfs) = 2.88
Highlighted
Depth (ft) = 0.32
Q (cfs) = 2.880
Area (sqft) = 1.11
Velocity (ft/s) = 2.60
Wetted Perim (ft) = 10.23
Crit Depth, Yc (ft) = 0.36
Spread Width (ft) = 9.90
EGL (ft) = 0.43
0 2 4 6 8 10 12 14 16 18 20 22 24
Elev (ft) Depth (ft) Section
99.75 -0.25
100.00 0.00
100.25 0.25
100.50 0.50
100.75 0.75
101.00 1.00
Reach (ft)
B3-293
1787
Ontario Regional Sports Complex K
B.3 – CATCH BASIN CALCULATIONS
B3-294
1788
CB# 10 YR Flows (cfs) Bypass Flows Opening Width (ft) Spread (ft) Downstream CB R1 1.36 - 7 7.11 V1
V1 1.42 - 7 7.28 V3
V2 1.37 - 7 7.14 V4
V3 2.08 - 14 8.82 V5
V4 2.08 - 14 8.82 V6
V5 1.40 - 7 7.22 V7
V6 1.40 - 7 7.22 V8
V7 1.03 - 7 6.08 -
V8 1.03 - 7 6.08 -
R2 3.27 - 7 13.09 -
F3 1.50 - 7 8.32 C5
C6 1.23 - 7 7.52 C2
C5 1.19 - 7 7.4 C1
F1 0.32 - 7 2.78 -
F2 0.31 - 7 2.72 -
E2 0.62 - 7 5.02 E4
E1 0.62 - 7 5.02 E3
E4 0.31 - 7 2.71 A7
E3 0.30 - 7 2.61 A7
C2 0.81 - 7 5.96 C3
C1 0.75 - 7 5.69 C4
C4 0.85 - 7 6.13 A6
C3 0.85 - 7 6.13 A6
A9 0.44 - 7 3.86 A7
A10 0.33 - 7 4.08 A8
A7 0.85 - 7 6.13 A6
A8 0.87 - 7 6.22 A5
A11 0.92 - 7 5.83 A10
B5 0.72 - 7 5.54 D2
B6 0.83 - 7 6.05 B4
D2 0.44 - 7 3.86 A8
D1 0.36 - 7 3.2 A8
B3 0.58 - 7 4.79 B2
B4 0.63 - 7 5.08 B1
B2 0.61 - 7 4.97 A5
B1 0.68 - 7 5.34 A5
A6 0.86 - 7 6.18 A6
A5 0.93 - 7 6.46 A4
A3 0.78 - 7 5.83 H3
A4 0.77 - 7 5.78 A2
A2 0.75 - 7 5.69 -
A1 0.48 - 7 4.15 -
H3 1.78 - 14 9.04 H1
H4 1.66 - 7 8.75 H2
H1 1.76 - 14 8.99 -
H2 1.74 - 14 8.95 -
10-Year Flows (100% Efficiency, No bypass flows)
B3-295
1789
CB# 25 YR Flows (cfs) Bypass Flows Opening Width (ft) Spread (ft) Downstream CB R1 1.70 0.00 7 7.99 V1
V1 1.76 0.00 7 8.13 V3
V2 1.71 0.00 7 8.01 V4
V3 2.60 0.00 14 9.8 V5
V4 2.60 0.00 14 9.8 V6
V5 1.74 0.00 7 8.08 V7
V6 1.74 0.00 7 8.08 V8
V7 1.28 0.00 7 6.88 -
V8 1.28 0.00 7 6.88 -
R2 4.07 (sag) 7 15.15 -
F3 1.87 0.00 7 9.26 C5
C6 1.53 0.00 7 8.4 C2
C5 1.48 0.00 7 8.27 C1
F1 0.40 (sag) 7 3.22 -
F2 0.39 (sag) 7 3.17 -
E2 0.78 0.00 7 5.83 E4
E1 0.77 0.00 7 5.78 E3
E4 0.38 0.00 7 3.38 A7
E3 0.37 0.00 7 3.29 A7
C2 1.00 0.00 7 6.73 C3
C1 0.93 0.00 7 6.46 C4
C4 1.06 0.00 7 6.95 A6
C3 1.06 0.00 7 6.95 A6
A9 0.55 0.00 7 4.61 A7
A10 0.42 0.00 7 4.85 A8
A7 1.06 0.00 7 6.95 A6
A8 1.08 0.00 7 7.02 A5
A11 1.14 0.00 7 6.62 A10
B5 0.90 0.00 7 6.34 D2
B6 1.04 0.00 7 6.88 B4
D2 0.55 0.00 7 4.61 A8
D1 0.44 0.00 7 3.86 A8
B3 0.72 0.00 7 5.54 B2
B4 0.78 0.00 7 5.83 B1
B2 0.76 0.00 7 5.73 A5
B1 0.84 0.00 7 6.09 A5
A6 1.07 0.00 7 6.99 A6
A5 1.16 0.00 7 7.3 A4
A3 0.98 0.00 7 6.66 H3
A4 0.95 0.00 7 6.54 A2
A2 0.93 0.00 7 6.46 -
A1 0.59 0.00 7 4.85 -
H3 2.22 0.00 14 10.03 H1
H4 2.07 0.00 7 9.71 H2
H1 2.19 0.00 14 9.96 -
H2 2.17 0.00 14 9.92 -
25-Year Flows (Spread Limited to Road Crown)
B3-296
1790
CB# 100 YR Flows (cfs) Bypass Flows Opening Width (ft) Spread (ft) Downstream CB R1 2.23 0.00 7 9.12 V1
V1 2.32 0.00 7 9.29 V3
V2 2.25 0.00 7 9.16 V4
V3 3.42 0.00 14 11.09 V5
V4 3.41 0.00 14 11.08 V6
V5 2.29 0.00 7 9.24 V7
V6 2.29 0.00 7 9.24 V8
V7 1.68 0.00 7 7.94 -
V8 1.68 0.00 7 7.94 -
R2 5.36 (sag) 7 18.2 -
F3 2.47 0.04 7 10.52 C5
C6 2.01 0.00 7 9.58 C2
C5 1.99 0.00 7 9.44 C1
F1 0.53 (sag) 7 3.89 -
F2 0.51 (sag) 7 3.79 -
E2 1.02 0.00 7 6.81 E4
E1 1.01 0.00 7 6.77 E3
E4 0.50 0.00 7 4.29 A7
E3 0.49 0.00 7 4.22 A7
C2 1.32 0.00 7 7.8 C3
C1 1.23 0.00 7 7.52 C4
C4 1.40 0.00 7 8.04 A6
C3 1.40 0.00 7 8.04 A6
A9 0.72 0.00 7 5.54 A7
A10 0.55 0.00 7 5.78 A8
A7 1.39 0.00 7 8.01 A6
A8 1.42 0.00 7 8.1 A5
A11 1.50 0.00 7 7.68 A10
B5 1.19 0.00 7 7.4 D2
B6 1.37 0.00 7 7.95 B4
D2 0.72 0.00 7 6.46 A8
D1 0.58 0.00 7 4.79 A8
B3 0.95 0.00 7 6.54 B2
B4 1.03 0.00 7 6.84 B1
B2 1.00 0.00 7 6.73 A5
B1 1.11 0.00 7 7.13 A5
A6 1.41 0.00 7 8.07 A6
A5 1.53 0.00 7 8.4 A4
A3 1.28 0.00 7 7.68 H3
A4 1.26 0.00 7 7.62 A2
A2 1.23 0.00 7 7.52 -
A1 0.78 0.00 7 5.83 -
H3 2.92 0.00 14 11.34 H1
H4 2.73 0.02 7 11.01 H2
H1 2.88 0.00 14 11.27 -
H2 2.88 0.00 14 11.23 -
100-Year Flows (Spread not to overtop curb)
B3-297
1791
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 R1 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.36
Highlighted
Q Total (cfs) = 1.36
Q Capt (cfs) = 1.36
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.04
Efficiency (%) = 100
Gutter Spread (ft) = 10.53
Gutter Vel (ft/s) = 1.10
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-298
1792
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V1 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.42
Highlighted
Q Total (cfs) = 1.42
Q Capt (cfs) = 1.42
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.09
Efficiency (%) = 100
Gutter Spread (ft) = 10.73
Gutter Vel (ft/s) = 1.11
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-299
1793
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V2 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.37
Highlighted
Q Total (cfs) = 1.37
Q Capt (cfs) = 1.37
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.05
Efficiency (%) = 100
Gutter Spread (ft) = 10.56
Gutter Vel (ft/s) = 1.10
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-300
1794
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V3 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 2.08
Highlighted
Q Total (cfs) = 2.08
Q Capt (cfs) = 2.08
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.55
Efficiency (%) = 100
Gutter Spread (ft) = 12.68
Gutter Vel (ft/s) = 1.20
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-301
1795
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V4 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 2.08
Highlighted
Q Total (cfs) = 2.08
Q Capt (cfs) = 2.08
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.55
Efficiency (%) = 100
Gutter Spread (ft) = 12.68
Gutter Vel (ft/s) = 1.20
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-302
1796
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V5 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.40
Highlighted
Q Total (cfs) = 1.40
Q Capt (cfs) = 1.40
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.07
Efficiency (%) = 100
Gutter Spread (ft) = 10.66
Gutter Vel (ft/s) = 1.11
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-303
1797
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V6 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.40
Highlighted
Q Total (cfs) = 1.40
Q Capt (cfs) = 1.40
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.07
Efficiency (%) = 100
Gutter Spread (ft) = 10.66
Gutter Vel (ft/s) = 1.11
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-304
1798
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V7 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.03
Highlighted
Q Total (cfs) = 1.03
Q Capt (cfs) = 1.03
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.73
Efficiency (%) = 100
Gutter Spread (ft) = 9.26
Gutter Vel (ft/s) = 1.05
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-305
1799
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V8 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.03
Highlighted
Q Total (cfs) = 1.03
Q Capt (cfs) = 1.03
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.73
Efficiency (%) = 100
Gutter Spread (ft) = 9.26
Gutter Vel (ft/s) = 1.05
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-306
1800
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 R2 10YR
Curb Inlet
Location = Sag
Curb Length (ft) = 28.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 3.27
Highlighted
Q Total (cfs) = 3.27
Q Capt (cfs) = 3.27
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.03
Efficiency (%) = 100
Gutter Spread (ft) = 6.32
Gutter Vel (ft/s) = -0-
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-307
1801
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 F3 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.50
Highlighted
Q Total (cfs) = 1.50
Q Capt (cfs) = 1.50
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.18
Efficiency (%) = 100
Gutter Spread (ft) = 6.95
Gutter Vel (ft/s) = 2.46
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-308
1802
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C6 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.23
Highlighted
Q Total (cfs) = 1.23
Q Capt (cfs) = 1.23
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.57
Efficiency (%) = 100
Gutter Spread (ft) = 8.56
Gutter Vel (ft/s) = 1.43
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-309
1803
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C5 YR10
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.19
Highlighted
Q Total (cfs) = 1.19
Q Capt (cfs) = 1.19
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.74
Efficiency (%) = 100
Gutter Spread (ft) = 9.28
Gutter Vel (ft/s) = 1.21
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-310
1804
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 F1 10YR
Curb Inlet
Location = Sag
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 0.32
Highlighted
Q Total (cfs) = 0.32
Q Capt (cfs) = 0.32
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.18
Efficiency (%) = 100
Gutter Spread (ft) = 2.78
Gutter Vel (ft/s) = 1.21
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-311
1805
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 F2 10YR
Curb Inlet
Location = Sag
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 0.31
Highlighted
Q Total (cfs) = 0.31
Q Capt (cfs) = 0.31
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.16
Efficiency (%) = 100
Gutter Spread (ft) = 2.72
Gutter Vel (ft/s) = 1.21
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-312
1806
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E2 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.62
Highlighted
Q Total (cfs) = 0.62
Q Capt (cfs) = 0.62
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.11
Efficiency (%) = 100
Gutter Spread (ft) = 6.66
Gutter Vel (ft/s) = 1.09
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-313
1807
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E1 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.62
Highlighted
Q Total (cfs) = 0.62
Q Capt (cfs) = 0.62
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.93
Efficiency (%) = 100
Gutter Spread (ft) = 5.92
Gutter Vel (ft/s) = 1.30
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-314
1808
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E4 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.40
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.31
Highlighted
Q Total (cfs) = 0.31
Q Capt (cfs) = 0.31
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.25
Efficiency (%) = 100
Gutter Spread (ft) = 3.08
Gutter Vel (ft/s) = 1.41
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-315
1809
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E3 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.50
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.30
Highlighted
Q Total (cfs) = 0.30
Q Capt (cfs) = 0.30
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.14
Efficiency (%) = 100
Gutter Spread (ft) = 2.61
Gutter Vel (ft/s) = 1.55
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-316
1810
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C2 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.50
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.81
Highlighted
Q Total (cfs) = 0.81
Q Capt (cfs) = 0.81
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.94
Efficiency (%) = 100
Gutter Spread (ft) = 5.96
Gutter Vel (ft/s) = 1.68
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-317
1811
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C1 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.75
Highlighted
Q Total (cfs) = 0.75
Q Capt (cfs) = 0.75
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.28
Efficiency (%) = 100
Gutter Spread (ft) = 7.38
Gutter Vel (ft/s) = 1.12
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-318
1812
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C4 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.40
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.85
Highlighted
Q Total (cfs) = 0.85
Q Capt (cfs) = 0.85
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.08
Efficiency (%) = 100
Gutter Spread (ft) = 6.54
Gutter Vel (ft/s) = 1.54
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-319
1813
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C3 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.85
Highlighted
Q Total (cfs) = 0.85
Q Capt (cfs) = 0.85
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.75
Efficiency (%) = 100
Gutter Spread (ft) = 9.33
Gutter Vel (ft/s) = 0.85
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-320
1814
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A9 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.44
Highlighted
Q Total (cfs) = 0.44
Q Capt (cfs) = 0.44
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.11
Efficiency (%) = 100
Gutter Spread (ft) = 6.67
Gutter Vel (ft/s) = 0.77
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-321
1815
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A10 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.33
Highlighted
Q Total (cfs) = 0.33
Q Capt (cfs) = 0.33
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.86
Efficiency (%) = 100
Gutter Spread (ft) = 5.63
Gutter Vel (ft/s) = 0.75
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-322
1816
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A7 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.85
Highlighted
Q Total (cfs) = 0.85
Q Capt (cfs) = 0.85
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.21
Efficiency (%) = 100
Gutter Spread (ft) = 7.08
Gutter Vel (ft/s) = 1.36
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-323
1817
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A8 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.40
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.87
Highlighted
Q Total (cfs) = 0.87
Q Capt (cfs) = 0.87
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.10
Efficiency (%) = 100
Gutter Spread (ft) = 6.63
Gutter Vel (ft/s) = 1.54
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-324
1818
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A11 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.90
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.92
Highlighted
Q Total (cfs) = 0.92
Q Capt (cfs) = 0.92
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.80
Efficiency (%) = 100
Gutter Spread (ft) = 5.37
Gutter Vel (ft/s) = 2.22
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-325
1819
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B5 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.72
Highlighted
Q Total (cfs) = 0.72
Q Capt (cfs) = 0.72
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.56
Efficiency (%) = 100
Gutter Spread (ft) = 4.35
Gutter Vel (ft/s) = 2.28
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-326
1820
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B6 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.83
Highlighted
Q Total (cfs) = 0.83
Q Capt (cfs) = 0.83
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.67
Efficiency (%) = 100
Gutter Spread (ft) = 4.83
Gutter Vel (ft/s) = 2.31
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-327
1821
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 D2 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.50
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.44
Highlighted
Q Total (cfs) = 0.44
Q Capt (cfs) = 0.44
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.44
Efficiency (%) = 100
Gutter Spread (ft) = 3.86
Gutter Vel (ft/s) = 1.60
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-328
1822
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 D1 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.36
Highlighted
Q Total (cfs) = 0.36
Q Capt (cfs) = 0.36
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.94
Efficiency (%) = 100
Gutter Spread (ft) = 5.94
Gutter Vel (ft/s) = 0.75
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-329
1823
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B3 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.58
Highlighted
Q Total (cfs) = 0.58
Q Capt (cfs) = 0.58
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.38
Efficiency (%) = 100
Gutter Spread (ft) = 3.63
Gutter Vel (ft/s) = 2.25
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-330
1824
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B4 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.63
Highlighted
Q Total (cfs) = 0.63
Q Capt (cfs) = 0.63
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.45
Efficiency (%) = 100
Gutter Spread (ft) = 3.91
Gutter Vel (ft/s) = 2.26
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-331
1825
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B2 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.61
Highlighted
Q Total (cfs) = 0.61
Q Capt (cfs) = 0.61
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.42
Efficiency (%) = 100
Gutter Spread (ft) = 7.94
Gutter Vel (ft/s) = 0.81
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-332
1826
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B1 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.68
Highlighted
Q Total (cfs) = 0.68
Q Capt (cfs) = 0.68
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.01
Efficiency (%) = 100
Gutter Spread (ft) = 6.25
Gutter Vel (ft/s) = 1.32
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-333
1827
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A6 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.80
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.86
Highlighted
Q Total (cfs) = 0.86
Q Capt (cfs) = 0.86
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.79
Efficiency (%) = 100
Gutter Spread (ft) = 5.34
Gutter Vel (ft/s) = 2.09
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-334
1828
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A5 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.80
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.93
Highlighted
Q Total (cfs) = 0.93
Q Capt (cfs) = 0.93
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.86
Efficiency (%) = 100
Gutter Spread (ft) = 5.62
Gutter Vel (ft/s) = 2.11
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-335
1829
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A3 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.78
Highlighted
Q Total (cfs) = 0.78
Q Capt (cfs) = 0.78
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.58
Efficiency (%) = 100
Gutter Spread (ft) = 4.46
Gutter Vel (ft/s) = 2.40
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-336
1830
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A4 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.77
Highlighted
Q Total (cfs) = 0.77
Q Capt (cfs) = 0.77
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.61
Efficiency (%) = 100
Gutter Spread (ft) = 4.58
Gutter Vel (ft/s) = 2.30
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-337
1831
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A2 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.60
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.75
Highlighted
Q Total (cfs) = 0.75
Q Capt (cfs) = 0.75
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.80
Efficiency (%) = 100
Gutter Spread (ft) = 5.37
Gutter Vel (ft/s) = 1.81
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-338
1832
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A1 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.48
Highlighted
Q Total (cfs) = 0.48
Q Capt (cfs) = 0.48
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.72
Efficiency (%) = 100
Gutter Spread (ft) = 5.02
Gutter Vel (ft/s) = 1.27
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-339
1833
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H3 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.78
Highlighted
Q Total (cfs) = 1.78
Q Capt (cfs) = 1.78
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.19
Efficiency (%) = 100
Gutter Spread (ft) = 11.16
Gutter Vel (ft/s) = 1.30
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-340
1834
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H4 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.60
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.66
Highlighted
Q Total (cfs) = 1.66
Q Capt (cfs) = 1.66
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.52
Efficiency (%) = 100
Gutter Spread (ft) = 8.36
Gutter Vel (ft/s) = 2.01
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-341
1835
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H1 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.76
Highlighted
Q Total (cfs) = 1.76
Q Capt (cfs) = 1.76
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.17
Efficiency (%) = 100
Gutter Spread (ft) = 11.10
Gutter Vel (ft/s) = 1.30
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-342
1836
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H2 10YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.60
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.74
Highlighted
Q Total (cfs) = 1.74
Q Capt (cfs) = 1.74
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.57
Efficiency (%) = 100
Gutter Spread (ft) = 8.56
Gutter Vel (ft/s) = 2.03
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-343
1837
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 R1 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.70
Highlighted
Q Total (cfs) = 1.70
Q Capt (cfs) = 1.70
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.30
Efficiency (%) = 100
Gutter Spread (ft) = 11.62
Gutter Vel (ft/s) = 1.15
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-344
1838
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V1 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.76
Highlighted
Q Total (cfs) = 1.76
Q Capt (cfs) = 1.76
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.34
Efficiency (%) = 100
Gutter Spread (ft) = 11.80
Gutter Vel (ft/s) = 1.16
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-345
1839
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V2 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.71
Highlighted
Q Total (cfs) = 1.71
Q Capt (cfs) = 1.71
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.31
Efficiency (%) = 100
Gutter Spread (ft) = 11.65
Gutter Vel (ft/s) = 1.15
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-346
1840
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V3 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 2.60
Highlighted
Q Total (cfs) = 2.60
Q Capt (cfs) = 2.60
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.86
Efficiency (%) = 100
Gutter Spread (ft) = 13.93
Gutter Vel (ft/s) = 1.26
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-347
1841
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V4 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 2.60
Highlighted
Q Total (cfs) = 2.60
Q Capt (cfs) = 2.60
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.86
Efficiency (%) = 100
Gutter Spread (ft) = 13.93
Gutter Vel (ft/s) = 1.26
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-348
1842
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V5 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.74
Highlighted
Q Total (cfs) = 1.74
Q Capt (cfs) = 1.74
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.33
Efficiency (%) = 100
Gutter Spread (ft) = 11.74
Gutter Vel (ft/s) = 1.16
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-349
1843
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V6 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.74
Highlighted
Q Total (cfs) = 1.74
Q Capt (cfs) = 1.74
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.33
Efficiency (%) = 100
Gutter Spread (ft) = 11.74
Gutter Vel (ft/s) = 1.16
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-350
1844
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V7 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.28
Highlighted
Q Total (cfs) = 1.28
Q Capt (cfs) = 1.28
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.97
Efficiency (%) = 100
Gutter Spread (ft) = 10.24
Gutter Vel (ft/s) = 1.09
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-351
1845
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V8 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.28
Highlighted
Q Total (cfs) = 1.28
Q Capt (cfs) = 1.28
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.97
Efficiency (%) = 100
Gutter Spread (ft) = 10.24
Gutter Vel (ft/s) = 1.09
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-352
1846
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 R2 25YR
Curb Inlet
Location = Sag
Curb Length (ft) = 28.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 4.07
Highlighted
Q Total (cfs) = 4.07
Q Capt (cfs) = 4.07
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.27
Efficiency (%) = 100
Gutter Spread (ft) = 7.31
Gutter Vel (ft/s) = -0-
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-353
1847
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 F3 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.87
Highlighted
Q Total (cfs) = 1.87
Q Capt (cfs) = 1.87
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.39
Efficiency (%) = 100
Gutter Spread (ft) = 7.81
Gutter Vel (ft/s) = 2.54
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-354
1848
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C6 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.53
Highlighted
Q Total (cfs) = 1.53
Q Capt (cfs) = 1.53
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.79
Efficiency (%) = 100
Gutter Spread (ft) = 9.50
Gutter Vel (ft/s) = 1.49
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-355
1849
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C5 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.48
Highlighted
Q Total (cfs) = 1.48
Q Capt (cfs) = 1.48
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.98
Efficiency (%) = 100
Gutter Spread (ft) = 10.27
Gutter Vel (ft/s) = 1.25
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-356
1850
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 F1 25YR
Curb Inlet
Location = Sag
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 0.40
Highlighted
Q Total (cfs) = 0.40
Q Capt (cfs) = 0.40
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.29
Efficiency (%) = 100
Gutter Spread (ft) = 3.22
Gutter Vel (ft/s) = 1.25
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-357
1851
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 F2 25YR
Curb Inlet
Location = Sag
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 0.39
Highlighted
Q Total (cfs) = 0.39
Q Capt (cfs) = 0.39
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.27
Efficiency (%) = 100
Gutter Spread (ft) = 3.17
Gutter Vel (ft/s) = 1.25
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-358
1852
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E2 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.78
Highlighted
Q Total (cfs) = 0.78
Q Capt (cfs) = 0.78
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.32
Efficiency (%) = 100
Gutter Spread (ft) = 7.54
Gutter Vel (ft/s) = 1.12
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-359
1853
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E1 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.77
Highlighted
Q Total (cfs) = 0.77
Q Capt (cfs) = 0.77
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.12
Efficiency (%) = 100
Gutter Spread (ft) = 6.71
Gutter Vel (ft/s) = 1.34
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-360
1854
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E4 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.40
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.38
Highlighted
Q Total (cfs) = 0.38
Q Capt (cfs) = 0.38
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.41
Efficiency (%) = 100
Gutter Spread (ft) = 3.75
Gutter Vel (ft/s) = 1.43
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-361
1855
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E3 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.50
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.37
Highlighted
Q Total (cfs) = 0.37
Q Capt (cfs) = 0.37
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.30
Efficiency (%) = 100
Gutter Spread (ft) = 3.29
Gutter Vel (ft/s) = 1.58
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-362
1856
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C2 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.50
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.00
Highlighted
Q Total (cfs) = 1.00
Q Capt (cfs) = 1.00
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.13
Efficiency (%) = 100
Gutter Spread (ft) = 6.73
Gutter Vel (ft/s) = 1.73
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-363
1857
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C1 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.93
Highlighted
Q Total (cfs) = 0.93
Q Capt (cfs) = 0.93
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.49
Efficiency (%) = 100
Gutter Spread (ft) = 8.24
Gutter Vel (ft/s) = 1.16
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-364
1858
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C4 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.40
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.06
Highlighted
Q Total (cfs) = 1.06
Q Capt (cfs) = 1.06
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.28
Efficiency (%) = 100
Gutter Spread (ft) = 7.38
Gutter Vel (ft/s) = 1.58
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-365
1859
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C3 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.06
Highlighted
Q Total (cfs) = 1.06
Q Capt (cfs) = 1.06
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.99
Efficiency (%) = 100
Gutter Spread (ft) = 10.33
Gutter Vel (ft/s) = 0.89
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-366
1860
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A9 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.55
Highlighted
Q Total (cfs) = 0.55
Q Capt (cfs) = 0.55
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.32
Efficiency (%) = 100
Gutter Spread (ft) = 7.52
Gutter Vel (ft/s) = 0.80
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-367
1861
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A10 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.42
Highlighted
Q Total (cfs) = 0.42
Q Capt (cfs) = 0.42
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.07
Efficiency (%) = 100
Gutter Spread (ft) = 6.50
Gutter Vel (ft/s) = 0.77
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-368
1862
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A7 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.06
Highlighted
Q Total (cfs) = 1.06
Q Capt (cfs) = 1.06
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.42
Efficiency (%) = 100
Gutter Spread (ft) = 7.95
Gutter Vel (ft/s) = 1.40
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-369
1863
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A8 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.40
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.08
Highlighted
Q Total (cfs) = 1.08
Q Capt (cfs) = 1.08
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.30
Efficiency (%) = 100
Gutter Spread (ft) = 7.45
Gutter Vel (ft/s) = 1.59
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-370
1864
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A11 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.90
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.14
Highlighted
Q Total (cfs) = 1.14
Q Capt (cfs) = 1.14
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.98
Efficiency (%) = 100
Gutter Spread (ft) = 6.13
Gutter Vel (ft/s) = 2.27
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-371
1865
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B5 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.90
Highlighted
Q Total (cfs) = 0.90
Q Capt (cfs) = 0.90
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.74
Efficiency (%) = 100
Gutter Spread (ft) = 5.11
Gutter Vel (ft/s) = 2.32
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-372
1866
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B6 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.04
Highlighted
Q Total (cfs) = 1.04
Q Capt (cfs) = 1.04
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.86
Efficiency (%) = 100
Gutter Spread (ft) = 5.62
Gutter Vel (ft/s) = 2.36
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-373
1867
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 D2 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.50
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.55
Highlighted
Q Total (cfs) = 0.55
Q Capt (cfs) = 0.55
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.62
Efficiency (%) = 100
Gutter Spread (ft) = 4.61
Gutter Vel (ft/s) = 1.62
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-374
1868
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 D1 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.44
Highlighted
Q Total (cfs) = 0.44
Q Capt (cfs) = 0.44
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.11
Efficiency (%) = 100
Gutter Spread (ft) = 6.67
Gutter Vel (ft/s) = 0.77
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-375
1869
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B3 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.72
Highlighted
Q Total (cfs) = 0.72
Q Capt (cfs) = 0.72
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.56
Efficiency (%) = 100
Gutter Spread (ft) = 4.35
Gutter Vel (ft/s) = 2.28
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-376
1870
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B4 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.78
Highlighted
Q Total (cfs) = 0.78
Q Capt (cfs) = 0.78
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.62
Efficiency (%) = 100
Gutter Spread (ft) = 4.62
Gutter Vel (ft/s) = 2.30
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-377
1871
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B2 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.76
Highlighted
Q Total (cfs) = 0.76
Q Capt (cfs) = 0.76
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.63
Efficiency (%) = 100
Gutter Spread (ft) = 8.84
Gutter Vel (ft/s) = 0.84
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-378
1872
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B1 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.84
Highlighted
Q Total (cfs) = 0.84
Q Capt (cfs) = 0.84
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.20
Efficiency (%) = 100
Gutter Spread (ft) = 7.04
Gutter Vel (ft/s) = 1.35
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-379
1873
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A6 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.80
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.07
Highlighted
Q Total (cfs) = 1.07
Q Capt (cfs) = 1.07
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.98
Efficiency (%) = 100
Gutter Spread (ft) = 6.12
Gutter Vel (ft/s) = 2.14
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-380
1874
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A5 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.80
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.16
Highlighted
Q Total (cfs) = 1.16
Q Capt (cfs) = 1.16
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.05
Efficiency (%) = 100
Gutter Spread (ft) = 6.41
Gutter Vel (ft/s) = 2.16
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-381
1875
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A3 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.98
Highlighted
Q Total (cfs) = 0.98
Q Capt (cfs) = 0.98
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.77
Efficiency (%) = 100
Gutter Spread (ft) = 5.24
Gutter Vel (ft/s) = 2.45
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-382
1876
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A4 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.95
Highlighted
Q Total (cfs) = 0.95
Q Capt (cfs) = 0.95
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.78
Efficiency (%) = 100
Gutter Spread (ft) = 5.30
Gutter Vel (ft/s) = 2.34
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-383
1877
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A2 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.60
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.93
Highlighted
Q Total (cfs) = 0.93
Q Capt (cfs) = 0.93
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.98
Efficiency (%) = 100
Gutter Spread (ft) = 6.13
Gutter Vel (ft/s) = 1.85
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-384
1878
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A1 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.59
Highlighted
Q Total (cfs) = 0.59
Q Capt (cfs) = 0.59
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.89
Efficiency (%) = 100
Gutter Spread (ft) = 5.74
Gutter Vel (ft/s) = 1.30
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-385
1879
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H3 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 2.22
Highlighted
Q Total (cfs) = 2.22
Q Capt (cfs) = 2.22
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.46
Efficiency (%) = 100
Gutter Spread (ft) = 12.28
Gutter Vel (ft/s) = 1.36
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-386
1880
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H4 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.60
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.66
Highlighted
Q Total (cfs) = 1.66
Q Capt (cfs) = 1.66
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.52
Efficiency (%) = 100
Gutter Spread (ft) = 8.36
Gutter Vel (ft/s) = 2.01
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-387
1881
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H1 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 2.19
Highlighted
Q Total (cfs) = 2.19
Q Capt (cfs) = 2.19
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.44
Efficiency (%) = 100
Gutter Spread (ft) = 12.21
Gutter Vel (ft/s) = 1.35
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-388
1882
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H2 25YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.60
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 2.17
Highlighted
Q Total (cfs) = 2.17
Q Capt (cfs) = 2.17
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.79
Efficiency (%) = 100
Gutter Spread (ft) = 9.51
Gutter Vel (ft/s) = 2.11
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-389
1883
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 R1 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 2.23
Highlighted
Q Total (cfs) = 2.23
Q Capt (cfs) = 2.23
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.65
Efficiency (%) = 100
Gutter Spread (ft) = 13.06
Gutter Vel (ft/s) = 1.22
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-390
1884
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V1 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 2.32
Highlighted
Q Total (cfs) = 2.32
Q Capt (cfs) = 2.32
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.70
Efficiency (%) = 100
Gutter Spread (ft) = 13.28
Gutter Vel (ft/s) = 1.23
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-391
1885
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V2 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 2.25
Highlighted
Q Total (cfs) = 2.25
Q Capt (cfs) = 2.25
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.66
Efficiency (%) = 100
Gutter Spread (ft) = 13.11
Gutter Vel (ft/s) = 1.22
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-392
1886
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V3 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 3.42
Highlighted
Q Total (cfs) = 3.42
Q Capt (cfs) = 3.42
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 9.26
Efficiency (%) = 100
Gutter Spread (ft) = 15.60
Gutter Vel (ft/s) = 1.34
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-393
1887
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V4 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 3.41
Highlighted
Q Total (cfs) = 3.41
Q Capt (cfs) = 3.41
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 9.25
Efficiency (%) = 100
Gutter Spread (ft) = 15.58
Gutter Vel (ft/s) = 1.34
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-394
1888
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V5 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 2.29
Highlighted
Q Total (cfs) = 2.29
Q Capt (cfs) = 2.29
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.68
Efficiency (%) = 100
Gutter Spread (ft) = 13.21
Gutter Vel (ft/s) = 1.22
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-395
1889
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V6 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 2.29
Highlighted
Q Total (cfs) = 2.29
Q Capt (cfs) = 2.29
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.68
Efficiency (%) = 100
Gutter Spread (ft) = 13.21
Gutter Vel (ft/s) = 1.22
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-396
1890
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V7 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.68
Highlighted
Q Total (cfs) = 1.68
Q Capt (cfs) = 1.68
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.29
Efficiency (%) = 100
Gutter Spread (ft) = 11.56
Gutter Vel (ft/s) = 1.15
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-397
1891
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 V8 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.013
Calculations
Compute by: Known Q
Q (cfs) = 1.68
Highlighted
Q Total (cfs) = 1.68
Q Capt (cfs) = 1.68
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.29
Efficiency (%) = 100
Gutter Spread (ft) = 11.56
Gutter Vel (ft/s) = 1.15
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-398
1892
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Friday, May 17 2024 R2 100YR
Curb Inlet
Location = Sag
Curb Length (ft) = 28.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 55.36
Highlighted
Q Total (cfs) = 55.36
Q Capt (cfs) = 55.36
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 15.52
Efficiency (%) = 100
Gutter Spread (ft) = 41.70
Gutter Vel (ft/s) = -0-
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-399
1893
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 F3 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 2.47
Highlighted
Q Total (cfs) = 2.47
Q Capt (cfs) = 2.43
Q Bypass (cfs) = 0.04
Depth at Inlet (in) = 7.66
Efficiency (%) = 98
Gutter Spread (ft) = 8.96
Gutter Vel (ft/s) = 2.66
Bypass Spread (ft) = 0.87
Bypass Depth (in) = 0.86
B3-400
1894
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C6 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 2.01
Highlighted
Q Total (cfs) = 2.01
Q Capt (cfs) = 2.01
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.09
Efficiency (%) = 100
Gutter Spread (ft) = 10.76
Gutter Vel (ft/s) = 1.57
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-401
1895
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C5 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.99
Highlighted
Q Total (cfs) = 1.99
Q Capt (cfs) = 1.99
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.32
Efficiency (%) = 100
Gutter Spread (ft) = 11.72
Gutter Vel (ft/s) = 1.33
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-402
1896
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 F1 100YR
Curb Inlet
Location = Sag
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 0.53
Highlighted
Q Total (cfs) = 0.53
Q Capt (cfs) = 0.53
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.45
Efficiency (%) = 100
Gutter Spread (ft) = 3.89
Gutter Vel (ft/s) = 1.33
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-403
1897
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 F2 100YR
Curb Inlet
Location = Sag
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = -0-
Gutter n-value = -0-
Calculations
Compute by: Known Q
Q (cfs) = 0.51
Highlighted
Q Total (cfs) = 0.51
Q Capt (cfs) = 0.51
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.42
Efficiency (%) = 100
Gutter Spread (ft) = 3.79
Gutter Vel (ft/s) = 1.33
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-404
1898
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E2 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.02
Highlighted
Q Total (cfs) = 1.02
Q Capt (cfs) = 1.02
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.58
Efficiency (%) = 100
Gutter Spread (ft) = 8.62
Gutter Vel (ft/s) = 1.17
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-405
1899
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E1 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.01
Highlighted
Q Total (cfs) = 1.01
Q Capt (cfs) = 1.01
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.37
Efficiency (%) = 100
Gutter Spread (ft) = 7.76
Gutter Vel (ft/s) = 1.39
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-406
1900
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E4 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.40
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.50
Highlighted
Q Total (cfs) = 0.50
Q Capt (cfs) = 0.50
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.63
Efficiency (%) = 100
Gutter Spread (ft) = 4.67
Gutter Vel (ft/s) = 1.46
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-407
1901
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 E3 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.50
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.49
Highlighted
Q Total (cfs) = 0.49
Q Capt (cfs) = 0.49
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.52
Efficiency (%) = 100
Gutter Spread (ft) = 4.22
Gutter Vel (ft/s) = 1.61
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-408
1902
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C2 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.50
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.32
Highlighted
Q Total (cfs) = 1.32
Q Capt (cfs) = 1.32
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.38
Efficiency (%) = 100
Gutter Spread (ft) = 7.80
Gutter Vel (ft/s) = 1.80
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-409
1903
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C1 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.23
Highlighted
Q Total (cfs) = 1.23
Q Capt (cfs) = 1.23
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.78
Efficiency (%) = 100
Gutter Spread (ft) = 9.43
Gutter Vel (ft/s) = 1.21
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-410
1904
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C4 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.40
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.40
Highlighted
Q Total (cfs) = 1.40
Q Capt (cfs) = 1.40
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.55
Efficiency (%) = 100
Gutter Spread (ft) = 8.50
Gutter Vel (ft/s) = 1.65
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-411
1905
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 C3 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.40
Highlighted
Q Total (cfs) = 1.40
Q Capt (cfs) = 1.40
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.32
Efficiency (%) = 100
Gutter Spread (ft) = 11.69
Gutter Vel (ft/s) = 0.94
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-412
1906
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A9 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.72
Highlighted
Q Total (cfs) = 0.72
Q Capt (cfs) = 0.72
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.58
Efficiency (%) = 100
Gutter Spread (ft) = 8.62
Gutter Vel (ft/s) = 0.83
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-413
1907
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A10 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.55
Highlighted
Q Total (cfs) = 0.55
Q Capt (cfs) = 0.55
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.32
Efficiency (%) = 100
Gutter Spread (ft) = 7.52
Gutter Vel (ft/s) = 0.80
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-414
1908
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A7 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.39
Highlighted
Q Total (cfs) = 1.39
Q Capt (cfs) = 1.39
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.69
Efficiency (%) = 100
Gutter Spread (ft) = 9.08
Gutter Vel (ft/s) = 1.46
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-415
1909
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A8 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.40
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.42
Highlighted
Q Total (cfs) = 1.42
Q Capt (cfs) = 1.42
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.57
Efficiency (%) = 100
Gutter Spread (ft) = 8.56
Gutter Vel (ft/s) = 1.66
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-416
1910
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A11 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.90
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.50
Highlighted
Q Total (cfs) = 1.50
Q Capt (cfs) = 1.50
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.23
Efficiency (%) = 100
Gutter Spread (ft) = 7.15
Gutter Vel (ft/s) = 2.35
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-417
1911
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B5 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.19
Highlighted
Q Total (cfs) = 1.19
Q Capt (cfs) = 1.19
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.97
Efficiency (%) = 100
Gutter Spread (ft) = 6.10
Gutter Vel (ft/s) = 2.39
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-418
1912
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B6 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.37
Highlighted
Q Total (cfs) = 1.37
Q Capt (cfs) = 1.37
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.10
Efficiency (%) = 100
Gutter Spread (ft) = 6.61
Gutter Vel (ft/s) = 2.43
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-419
1913
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 D2 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.50
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.72
Highlighted
Q Total (cfs) = 0.72
Q Capt (cfs) = 0.72
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.84
Efficiency (%) = 100
Gutter Spread (ft) = 5.54
Gutter Vel (ft/s) = 1.66
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-420
1914
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 D1 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.58
Highlighted
Q Total (cfs) = 0.58
Q Capt (cfs) = 0.58
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.37
Efficiency (%) = 100
Gutter Spread (ft) = 7.73
Gutter Vel (ft/s) = 0.80
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-421
1915
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B3 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.95
Highlighted
Q Total (cfs) = 0.95
Q Capt (cfs) = 0.95
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.78
Efficiency (%) = 100
Gutter Spread (ft) = 5.30
Gutter Vel (ft/s) = 2.34
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-422
1916
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B4 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.03
Highlighted
Q Total (cfs) = 1.03
Q Capt (cfs) = 1.03
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 6.85
Efficiency (%) = 100
Gutter Spread (ft) = 5.58
Gutter Vel (ft/s) = 2.36
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-423
1917
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B2 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.00
Highlighted
Q Total (cfs) = 1.00
Q Capt (cfs) = 1.00
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.93
Efficiency (%) = 100
Gutter Spread (ft) = 10.06
Gutter Vel (ft/s) = 0.88
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-424
1918
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 B1 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.11
Highlighted
Q Total (cfs) = 1.11
Q Capt (cfs) = 1.11
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.46
Efficiency (%) = 100
Gutter Spread (ft) = 8.14
Gutter Vel (ft/s) = 1.41
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-425
1919
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A6 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.80
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.41
Highlighted
Q Total (cfs) = 1.41
Q Capt (cfs) = 1.41
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.23
Efficiency (%) = 100
Gutter Spread (ft) = 7.14
Gutter Vel (ft/s) = 2.22
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-426
1920
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A5 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.80
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.53
Highlighted
Q Total (cfs) = 1.53
Q Capt (cfs) = 1.53
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.30
Efficiency (%) = 100
Gutter Spread (ft) = 7.46
Gutter Vel (ft/s) = 2.24
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-427
1921
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A3 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.10
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.28
Highlighted
Q Total (cfs) = 1.28
Q Capt (cfs) = 1.28
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.00
Efficiency (%) = 100
Gutter Spread (ft) = 6.19
Gutter Vel (ft/s) = 2.52
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-428
1922
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A4 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 1.00
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.26
Highlighted
Q Total (cfs) = 1.26
Q Capt (cfs) = 1.26
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.03
Efficiency (%) = 100
Gutter Spread (ft) = 6.31
Gutter Vel (ft/s) = 2.41
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-429
1923
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A2 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.60
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 1.23
Highlighted
Q Total (cfs) = 1.23
Q Capt (cfs) = 1.23
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.23
Efficiency (%) = 100
Gutter Spread (ft) = 7.17
Gutter Vel (ft/s) = 1.92
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-430
1924
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 A1 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.30
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 0.78
Highlighted
Q Total (cfs) = 0.78
Q Capt (cfs) = 0.78
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 7.13
Efficiency (%) = 100
Gutter Spread (ft) = 6.76
Gutter Vel (ft/s) = 1.34
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-431
1925
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H3 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 2.92
Highlighted
Q Total (cfs) = 2.92
Q Capt (cfs) = 2.92
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.82
Efficiency (%) = 100
Gutter Spread (ft) = 13.80
Gutter Vel (ft/s) = 1.44
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-432
1926
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H4 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 7.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.60
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 2.73
Highlighted
Q Total (cfs) = 2.73
Q Capt (cfs) = 2.71
Q Bypass (cfs) = 0.02
Depth at Inlet (in) = 8.05
Efficiency (%) = 99
Gutter Spread (ft) = 10.57
Gutter Vel (ft/s) = 2.20
Bypass Spread (ft) = 0.72
Bypass Depth (in) = 0.72
B3-433
1927
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H1 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.20
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 2.88
Highlighted
Q Total (cfs) = 2.88
Q Capt (cfs) = 2.88
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.80
Efficiency (%) = 100
Gutter Spread (ft) = 13.72
Gutter Vel (ft/s) = 1.43
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-434
1928
Inlet Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc. Thursday, May 16 2024 H2 100YR
Curb Inlet
Location = On grade
Curb Length (ft) = 14.00
Throat Height (in) = 6.00
Grate Area (sqft) = -0-
Grate Width (ft) = -0-
Grate Length (ft) = -0-
Gutter
Slope, Sw (ft/ft) = 0.083
Slope, Sx (ft/ft) = 0.020
Local Depr (in) = 4.00
Gutter Width (ft) = 2.00
Gutter Slope (%) = 0.60
Gutter n-value = 0.016
Calculations
Compute by: Known Q
Q (cfs) = 2.88
Highlighted
Q Total (cfs) = 2.88
Q Capt (cfs) = 2.88
Q Bypass (cfs) = -0-
Depth at Inlet (in) = 8.11
Efficiency (%) = 100
Gutter Spread (ft) = 10.82
Gutter Vel (ft/s) = 2.22
Bypass Spread (ft) = -0-
Bypass Depth (in) = -0-
B3-435
1929
Ontario Regional Sports Complex L
APPENDIX C - MASTER DRAINAGE STUDY EXCERPTS
B3-436
1930
B3-437
1931
B3-438
1932
B3-439
1933
B3-440
1934
B3-441
1935
B3-442
1936
B3-443
1937
B3-444
1938
B3-445
1939
B3-446
1940
B3-447
1941
B3-448
1942
B3-449
1943
B3-450
1944
B3-451
1945
B3-452
1946
B3-453
1947
B3-454
1948
B3-455
1949
B3-456
1950
B3-457
1951
B3-458
1952
B3-459
1953
B3-460
1954
B3-461
1955
B3-462
1956
B3-463
1957
B3-464
1958
B3-465
1959
B3-466
1960
B3-467
1961
B3-468
1962
B3-469
1963
MISSION BLVD
HAVEN AVE
JURUPA ST
GROVE AVE
EUCLID AVE
MOUNTAIN AVE
RIVERSIDE DR
PHILADELPHIA ST
FRANCIS ST
MISSION BLVD
4TH ST
GROVE AVE
VINEYARD AVE
AIRPORT DR
MILLIKEN AVE
ETIWANDA AVE
ARCHIBALD AVE CHINO AVE
EDISON AVE
BELLGRAVE AVE
ONTARIO
INTERNATIONAL
AIRPORT
CHINO
AIRPORT
N ARCHIBALD AVE
S MILLIKEN AVE
10 15
WALKER AVE
REMINGTON AVE
EUCLID AVE
PHILLIPS ST
6TH ST
8TH ST
CUCAMONGA CHANNEL
CUCAMONGA CHANNEL
EUCALYPTUS AVE
SCHAEFER AVE
BON VIEW AVE
HAVEN AVE
WINEVILLE AVE
TURNER AVE
BENSON AVE
SAN ANTONIO AVE
MERRILL AVE CITY OF ONTARIO
MASTER PLAN OF DRAINAGE
STUDY AREA MAP TITLE
MONTCLAIR
UPLAND
RANCHO
CUCAMONGA
S.B.
COUNTY
COUNTY
S.B. FONTANAOMC-EAST OMC-WEST
NMC-WEST
NMC-EAST
Study Area
B3-470
1964
CITY OF ONTARIO
MISSION BLVD
HAVEN AVE
JURUPA ST
GROVE AVE
EUCLID AVE
MOUNTAIN AVE RIVERSIDE DR
PHILADELPHIA ST
FRANCIS ST
MISSION BLVD
HOLT BLVD
4TH ST
GROVE AVE
VINEYARD AVE
AIRPORT DR
MILLIKEN AVE
ETIWANDA AVE
ARCHIBALD AVE
CHINO AVEEDISON AVE
BELLGRAVE AVE
JURUPA RD
ONTARIO
INTERNATIONAL
AIRPORT
CHINO
AIRPORT
N ARCHIBALD AVE
S MILLIKEN AVE
10 15
8th ST
BASINS
BASIN
GROVE AVE
LOWER
CUCAMONGA
SPREADING
GROUNDS
ELY BASINS
BASINS
TURNER
BASIN
WINEVILLE
BASIN
RIVERSIDE
STORM DRAIN
WEST STATE ST
STORM DRAIN
EAST STATE ST
CHANNEL
WEST CUCAMONGA
CHANNEL
CUCAMONGA
STORM DRAIN 1
RIVERSIDE DR STORM DRAIN 1
RIVERSIDE DR
BASIN DRAIN
GROVE AVE
CREEK CHANNEL
LOWER DEER
CREEK CHANNEL
LOWER ETIWANDA
CHANNEL
DAY CREEK STORM DRAIN COMMERCE CENTER
CHANNEL
DEER CREEK
CHANNEL
CUCAMONGA
COUNTY LINE CHANNEL
STORM DRAIN
CYPRESS
SULTANA
STORM DRAIN
MAGNOLIA
CHINO STORM DRAIN
CYPRESS
CHANNEL
WALKER AVE
REMINGTON AVE
EUCLID AVE
CHANNEL
AIRPORT
STORM DRAIN 2
RIVERSIDE DR
STORM DRAIN 2
RIVERSIDE DR
CHRIS
BASIN
PHILLIPS ST
6TH ST
8TH ST
UPLAND
MONTCLAIR
UPLAND
RANCHO
CUCAMONGA
CHINO
S.B. COUNTY
MONTCLAIR
S.B.
COUNTY
CUCAMONGA
S.B. COUNTY
RANCHO
COUNTY
S.B.
FONTANA
FONTANA
PRINCETON
BASIN
MONTCLAIR
BASINS
BROOKS
BASIN
HICKORY
BASIN
ETIWANDA
CONSERVATION
BASINS
BASIN
JURUPA
SAN SEVAINE CHANNEL
SAN ANTONIO CHANNEL
BROOKS ST
STORM DRAIN
STORM DRAIN
WEST STATE ST
CARBON CANYON CREEK CHANNEL
SAN ANTONIO CHANNEL
LOS SERRANOS CHANNEL
LOWER LOS SERRANOS CHANNEL
SAN ANTONIO CHANNEL
CHINO CREEK
8th ST STORM DRAIN
MULBERRY CHANNEL
CHANNEL
WEST FONTANA
STORM DRAIN
GROVE AVE
BENSON AVE
BENSON AVE
SAN ANTONIO AVE
EUCALYPTUS AVESCHAEFER AVE
BON VIEW AVE
HAVEN AVE
WINEVILLE AVE
TURNER AVE
CUCAMONGA-GUASTI
REGIONAL PARK
8th ST INTERCEPT
STORM DRAIN
FRANCIS ST
G ST
4th ST
6th ST
10 10
15 E AIRPORT DR
ONTARIO CENTER
ONTARIO MILLS PKWY
SANTA ANA ST
S ROCKETFELLER AVE
HAVEN AVE
FRANCIS ST
FRANCIS ST
PHILADELPHIA ST
MILLIKEN AVE
CONCOURSE
G ST INLAND EMPIRE BLVD
VINTAGE AVE
JURUPA ST
VINTAGE AVE
MILLS CIR
MILLS CIR
CONCOURS ST
MARLAY AVE
MISSION BLVD
SAN BERNARDINO AVE
STORM DRAIN
TO PRADO BASIN
TO PRADO BASIN
TO PRADO BASIN TO PRADO BASIN
Study Area
B3-471
1965
MISSION BLVD
HAVEN AVE
JURUPA ST
GROVE AVE
EUCLID AVE
MOUNTAIN AVE
RIVERSIDE DR
PHILADELPHIA ST
FRANCIS ST
MISSION BLVD
4TH ST
GROVE AVE
VINEYARD AVE
AIRPORT DR
MILLIKEN AVE
ETIWANDA AVE
ARCHIBALD AVE
CHINO AVE
EDISON AVE
BELLGRAVE AVE
ONTARIO
INTERNATIONAL
AIRPORT
CHINO
AIRPORT
ARCHIBALD AVE
S MILLIKEN AVE
10 15
EUCLID AVEEUCALYPTUS AVE
SCHAEFER AVE
BON VIEW AVE
HAVEN AVE
TURNER AVE
REMINGTON AVE
BENSON AVE
SAN ANTONIO AVE
MERRILL AVE
CITY OF ONTARIO
MASTER PLAN OF DRAINAGE
TITLE
AirportBusiness ParkGeneral CommercialHigh DensityHospitalityIndustrialLow DensityLandfillLow - Medium DensityMedium DensityMixed UseNeighborhood CommercialOffice CommercialOpen Space - Non RecreationOpen Space - ParklandPublic FacilityPublic SchoolRailRural ResidentialRetail/ServiceEmploymentOtherMixed Use
Open Space - Water
LAND USE PLAN
ADOPTED BY CITY COUNCIL
*
ON JANUARY 27, 2010
Study Area
B3-472
1966
MISSION BLVD
HAVEN AVE
JURUPA ST
EUCLID AVE
RIVERSIDE DR
MOUNTAIN AVE
PHILADELPHIA ST
FRANCIS ST
MISSION BLVD
4TH ST
GROVE AVE
VINEYARD AVE
AIRPORT DR
MILLIKEN AVE
ETIWANDA AVE
ARCHIBALD AVE
CHINO AVE
EDISON AVE
BELLGRAVE AVE
ONTARIO
INTERNATIONAL
AIRPORT
CHINO
AIRPORT
N ARCHIBALD AVE
S MILLIKEN AVE
10 15
GROVE AVE
WALKER AVE
REMINGTON AVE
EUCLID AVEEUCALYPTUS AVE
SCHAEFER AVE
BON VIEW AVE
HAVEN AVE
WINEVILLE AVE
TURNER AVE
BENSON AVE
SAN ANTONIO AVE
MERRILL AVE
CITY OF ONTARIO
MASTER PLAN OF DRAINAGE
SOILS MAP TITLE
Study Area
B3-473
1967
MISSION BLVD
HAVEN AVE
JURUPA ST
GROVE AVE
EUCLID AVE
MOUNTAIN AVE
RIVERSIDE DR
PHILADELPHIA ST
FRANCIS ST
MISSION BLVD
4TH ST
GROVE AVE
VINEYARD AVE
AIRPORT DR
MILLIKEN AVE
ETIWANDA AVE
ARCHIBALD AVE
CHINO AVEEDISON AVE
BELLGRAVE AVE
ONTARIO
INTERNATIONAL
AIRPORT
CHINO
AIRPORT
ARCHIBALD AVE
S MILLIKEN AVE
10 15
8th ST
BASINS
BASIN
GROVE AVE
LOWER
CUCAMONGA
SPREADING
GROUNDS
ELY BASINS
BASINS
TURNER
BASIN
WINEVILLE
BASIN
RIVERSIDE
STORM DRAIN
WEST STATE ST
STORM DRAIN
EAST STATE ST
CHANNEL
WEST CUCAMONGA
CHANNEL
CUCAMONGA
STORM DRAIN 1
RIVERSIDE DR STORM DRAIN 1
RIVERSIDE DR
GROVE AVE
BASIN DRAIN
CREEK CHANNEL
LOWER DEER
CREEK CHANNEL
LOWER ETIWANDA
CHANNEL
DAY CREEK
STORM DRAIN
COMMERCE CENTER
CHANNEL
DEER CREEK
CHANNEL
CUCAMONGA
COUNTY LINE CHANNEL
STORM DRAIN
CYPRESS
SULTANA
STORM DRAIN
MAGNOLIA
STORM DRAIN
CHINO
CYPRESS
CHANNEL
WALKER AVE
REMINGTON AVE
EUCLID AVE
CHANNEL
AIRPORT
STORM DRAIN 2
RIVERSIDE DR
STORM DRAIN 2
RIVERSIDE DR
CHRIS
BASIN
PHILLIPS ST
6TH ST
8TH ST
EUCALYPTUS AVE
SCHAEFER AVE
BON VIEW AVE
WINEVILLE AVE
TURNER AVE
BENSON AVE
SAN ANTONIO AVE
CHANNEL
OPEN
8TH ST STORM DRAIN
8TH ST INTERCEPT
SAN SEVAINE CHANNEL
REGIONAL PARK
CUCAMONGA-GUASTI
STORM DRAIN
FRANCIS ST
I
II
III IV
V
VI
VII
IX
X
XIV XII
VIII
XI
XIII
BASIN
PRINCETION
MERRILL AVE CITY OF ONTARIO
MASTER PLAN OF DRAINAGE
TITLE
MONTCLAIR
UPLAND RANCHO CUCAMONGA
S.B.
COUNTY
COUNTY
S.B. FONTANA
Study Area
B3-474
1968
CITY OF ONTARIO
VI-A
VI-B
I
II
IV III
V
VI
VII
IX
X
XII
XIV
VIII
XI
XIII
8th ST
BASINS
78"
90" 78"
48"
102" 96" 78" 60" 48" 72" 90" 66"
120"
DBL 10'W x 10'H
48"
90"
84"
66"
84" 108"
CHINO AIRPORT
84" 48"
60"
60"
78"
66"
90"
66"
54" 48"
72"
48"
36"
60" 84" 96" 96" 84"
66"
72"
36"
36"
48" 60"
42"
78"
90"
96" 60"
102" 108"
54"
48"
120" 108" 96" 90"
54"
120"
72" 54"
72" 54"
72"
48"
66"
42"
84"
42"
48" 66"
72"
84"
48"
60"
72"
96" 102" 120"
60" 114"
96"
60"
36"
96"
96"
90" 90"
84"
84"
54"
66"
48"
48"
48"
72"
60"
96"
10'x8' 108" 108"
54"
84"
60"
84" 72"
72"
54" 48" 36"
54"
36" 36"
48" 48"
54"
54"
54"
54"
60" 54" 48"
54"
DBL 10'W x 10'H
54"
48"
54"
48"
DBL 10'W x 10'H
96"
BASINS
TURNER
30"
36"42"
36"
42"
42"
36"
48"66"
36" 30"
30"
42"
84" 96" 2-6x6 36"
72"
72" 84" 90"
30"
90"
42"
36"
48" 108" 108" 30"
30"
108"
13x9
2-9x7
24"
10X9
108"
42"
24" 36" 42" 66" 84" 84"
24"
84"
24"
54"
60" 66" 24"
24"
78"
36" 24"
24"
24"
66"
66"
36"
42"
60"
24"
66"
24" 54"
84" 84"
42"
36"
54"
60"
42"
84" 96" 102"
42"
72"
96"
36"
30"
72" 78"
30"
60"
36"
54"
36"
48"
42"
66"
30" 54" 72" 30" 48"
120"
78"
54"
30"
36"
36"
42"
42"
90"
60"
60"
96" 102" 9x7.548"
36"
60" 66" 42"
24"
36" 66" 42" 54"
30"
48"
30"
42"
30"
60"
72" 78" 84"
60" 36" 48"
48"
42"
36" 60"
72"
60"
78"
72" 78"
42"
54"
42" 48" 60"
48"
66"
72" 60"
66"
66"
42"
36" 30"
48"
60" 66"
108" 120" 132" (P)
60"
30" 42"
30"
30"
48"
60"
36"
48" 66"
42" 48" 54" 72"
48"
48" 54"
72"
54"48"
66" 48"
72" 60"
36"
96"
96"
60"
36"
36"
36" 78" 96" 102"
54"
66"
96"
48"
132"
84"
54" 48"
54" 90"
36"
24" 48"
90" 108"
60"
78"
24"
54"
36"
30"
24" 24" 24" 24" 24"
54" 30"54"
84"
72"
48" 42"
30"
9x7.5 9x7.5
30"
66"
72"
36"
36"
42"
36"
48"
54"
60" 72"
72"
84"
30" 48"
36"
120"
120"
24"
87"
54"
84"
24"
CUCAMONGA-GUASTI
REGIONAL PARK
84"
(P)
(P)
30"
36"42"
36"
42"
42"
36"
48"66"
36" 30"
30"
42"
84" 96" 2-6x6 36"
72"
72" 84" 90"
30"
90"
42"
36"
48" 108" 108" 30"
30"
108"
13x9
2-9x7
24"
10X9
108"
42"
24" 36" 42" 66" 84" 84"
24"
84"
24"
54"
60" 66" 24"
24"
78"
36" 24"
24"
24"
66"
66"
36"
42"
60"
24"
66"
24" 54"
84" 84"
42"
36"
54"
60"
42"
84" 96" 102"
42"
72"
96"
36"
30"
72" 78"
30"
60"
36"
54"
36"
48"
42"
66"
30" 54" 72" 30" 48"
120"
78"
54"
30"
36"
36"
42"
42"
90"
60"
60"
96" 102" 9x7.548"
36"
60" 66" 42"
24"
36" 66" 42" 54"
30"
48"
30"
42"
30"
60"
72" 78" 84"
60" 36" 48"
48"
42"
36" 60"
72"
60"
78"
72" 78"
42"
54"
42" 48" 60"
48"
66"
72" 60"
66"
66"
42"
36" 30"
48"
60" 66"
108" 120" 132" (P)
60"
30" 42"
30"
30"
48"
60"
36"
48" 66"
42" 48" 54" 72"
48"
48" 54"
72"
54"48"
66" 48"
72" 60"
36"
96"
96"
60"
36"
36"
36" 78" 96" 102"
54"
66"
96"
48"
132"
84"
54" 48"
54" 90"
36"
24" 48"
90" 108"
60"
78"
24"
54"
36"
30"
24" 24" 24" 24" 24"
54" 30"54"
84"
72"
48" 42"
30"
9x7.5 9x7.5
30"
66"
72"
36"
36"
42"
36"
48"
54"
60" 72"
72"
84"
30" 48"
36"
120"
120"
24"
87"
54"
84"
24"
PRINCETON
BASIN
10 15
10 10
15 BASIN
GROVE AVE
LOWER
CUCAMONGA
SPREADING
GROUNDS
BASINS
ELY
MONTCLAIR
UPLAND
UPLAND
RANCHO
CUCAMONGA
CHINO
S.B. COUNTY
MONTCLAIR
S.B.
COUNTY
CUCAMONGA
S.B. COUNTY
RANCHO
COUNTY
S.B.
FONTANA
FONTANA
BASIN
WINEVILLE
BASIN
RIVERSIDE
(P)
X"
X
CHRIS
BASIN
EASTVALE
JURUPA VALLEY
X
*(1) *(1) *(2)
*NOTES:(1) SD "FRNS-V-1b" on Campus Avenue (Priority A-13)connects to SD "CAMP-VIII-1" (Priority A-11) , not to"FRNS-V-1a" on Francis Street. "CAMP-VIII-1" to beupsized accordingly.(2) Revision to Areas XI and XII (Priorities C-12 and C-13).(3) 39" RCP in Euclid Avenue from Holt Boulevard to GStreet does not exist.(4) 48"-66" RCP in Vineyard Avenue from Francis Street tonorth of the Ely Basins does not exist. *(4) *(3) Study Area B3-475
1969
IV
V
VI
VII
IX
XIV
VIII
30"
42" 36"
36"
42"
42"
36"
48" 66"
36"
30"
30"
42"
84" 96" 2-6x6 36"
72"
72"
84" 90"
30"
90"
42"
36"
48" 108" 108" 30"
30"
108"
13x9
2-9x7
24"
10X9
108"
42"
24" 36" 42"
66" 84" 84"
24"
84"
24"
54"
60" 66"
24"
24"
78"
36"
24"
24"
24"
66"
66"
36"
42"
60"
24"
66"
24"
54"
84" 84"
42"
36"
54"
60"
42"
84" 96" 102"
42"
72"
96"
36"
30"
72" 78"
30"
60"
36"
54"
36"
48"
42"
66"
30" 54" 72" 30"48"
120"
78"
54"
30"
36"
36"
42"
42"
90"
60"
60"
96" 102"
9x7.5
48"
36"
60" 66"
24"
42"
36" 66" 42" 54"
30"
48"
30"
42"
30"
60"
72" 78" 84"
60"
36"
48"
48"
42"
36" 60"
72"
60"
78"
72" 78"
42"
54"
42" 48" 60"
48"
66"
72"
60"
66"
66"
42"
36" 30"
48"
60"
66"
120" 132" (P) 108"
60"
30" 42"
30"
30"
48"
60"
36"
48" 66"
42" 48" 54"
72"
48"
48" 54"
72"
54"
48"
66"
48"
72"
60"
36"
96"
96"
60"
36"
36"
36"
78" 96" 102"
54"
66"
96"
48"
132"
84"
54" 48"
54"
90"
36"
24"
48"
90" 108"
60"
78"
24"
54"
36"
30"
24" 24" 24" 24" 24"
54" 54" 30"
72"
84"
48" 42"
30"
9x7.5
9x7.5
30"
36"
36"
42"
36"
84"
30" 48"
36"
120"
120"
24"
87"
54"
24"
48" 66" 66"
42"
78"
48"
54" 48"
42"
66"
8th ST
BASINS
GROVE AVE
BASIN
ELY BASINS
RIVERSIDE DR
STORM DRAIN 2
ELY BASINS
EAST STATE ST
STORM DRAIN
EAST STATE ST
STORM DRAIN
FRANCIS ST
STORM DRAIN
WEST STATE STREET
STORM DRAIN
CHINO STORM DRAIN
MAGNOLIA
STORM DRAIN
CYPRESS
CHANNEL
SULTANA
CYPRESS
STORM DRAIN
EAST STATE STREET
STORM DRAIN
RIVERSIDE DR
STORM DRAIN 1
RIVERSIDE DR
STORM DRAIN 1
LOWER
CUCAMONGA
SPREADING
GROUNDS
X"
X
Study Area
B3-476
1970
I
II
III
X I
102"
96"
60"
36"
48"
60"
66"
72"
48"
54"
60" 72"
72"
TURNER
BASINS
CUCAMONGA-GUASTI
REGIONAL PARK
WINEVILLE
BASIN
RIVERSIDE
BASIN
84" 48"
60"
78"
66"
54" 48"
72"
48"
36"
60"
84" 96" 84"
36"
36"
84"
42"
48"
66"
84"
48"
96"
84"
54"
66"
48"
48"
48"
72"
60"
108"
108"
54"
84"
60"
84"
72"
72"
48"
36"
54"
36" 36"
48"
54" 48"
60" 54" 48"
54"
LOWER ETIWANDA CREEK CHANNEL
LOWER DEER CREEK CHANNEL
CHRIS
BASIN
COMMERCE CENTERSTORM DRAIN
COMMERCE CENTERSTORM DRAIN
COMMERCE CENTERSTORM DRAIN
2 LOWER
CUCAMONGA
SPREADING
GROUNDS
X"
X
A Part of Study Area
B3-477
1971
X
XII
XIV
VIII
XI
78"
90" 78"
48"
102" 96" 78" 60"
48"
72"
90" 66"
9.5'W x 9.5'H 120"
DBL 10'W x 10'H 48"
90"
84"
66"
84" 108"
CHINO AIRPORT
84" 48"
60"
60"
78"
66"
90"
66"
54" 48"
72"
48"
36"
60" 84" 96" 96" 84"
66"
72"
36"
36"
48" 60"
42"
78"
90"
96" 60"
102" 108"
9.5'W x 9.5'H
54"
48"
120" 108" 96" 90"
54"
120"
72" 54"
72" 54"
72"
48"
66"
42"
84"
42"
48"
66"
72"
84"
48"
60"
72"
96"
102" 120"
114"
60"
96"
60"
36"
96"
96"
90"
90"
84"
84"
54"
66"
48"
48"
48"
72"
60"
96"
10'x8' 108" 108"
54"
84"
60"
84"
72"
72"
54" 48" 36"
54"
36" 36"
48"
48"
54"
54"
54"
54"
60" 54" 48"
54"
DBL 10'W x 10'H
54"
48"
54"
48"
DBL 10'W x 10'H
96"
2 4
72"
60"
78"
72" 78"
42"
54"
66"
72"
66"
66"
60" 66"
42" 48" 54"
72"
24" 24" 24"
24" 24"
LOWER
CUCAMONGA
SPREADING
GROUNDS
CHRIS
BASIN
GROVE AVE
BASIN
AIRPORT CHANNEL GROVE AVE STORM DRAIN
RIVERSIDE DR
STORM DRAIN 1 RIVERSIDE DR
STORM DRAIN 1
X"
X
Study Area
B3-478
1972
Ontario Regional Sports Complex M
APPENDIX D - STORM DRAIN AS-BUILT EXCERPTS
B3-479
1973
B3-480
B3-481
B3-482
B3-483
B3-484
B3-485
B3-486
1980
B3-487
1981
B3-488
1982
B3-489
1983
B3-490
1984
B3-491
1985
B3-492
1986
B3-493
1987
ONTARIO REGIONAL SPORTS COMPLEX FINAL EIR
CITY OF ONTARIO
Appendix
June 2024
Appendix C. ORSC Geotechnical Investigation
1988
ONTARIO REGIONAL SPORTS COMPLEX FINAL EIR
CITY OF ONTARIO
Appendix
PlaceWorks
This page intentionally left blank.
1989
GEOTECHNICAL INVESTIGATION
FOR
ONTARIO SPORTS PARK
SE CORNER OF EAST RIVERSIDE DR AND ONTARIO AVE
ONTARIO, CA
for
City of Ontario
1425 S Bon View Ave.
Ontario, CA 91761
April 16, 2024
00-232255-01
C-1
1990
Carson 310.684.4854 | Concord 925.243.6662 | Rancho Cucamonga 909.989.1751 Sacramento 916.631.7194 | San Diego 858.609.7138 | San Jose 408.362.4920 April 16, 2024
City of Ontario
1425 S Bon View Ave.
Ontario, CA 91761
Attention: Daniel Beers,Design & Construction – Principal Project Manager Subject: Geotechnical Investigation for
Ontario Sports Park
SE Corner of East Riverside Dr and Ontario Ave
Ontario, CA
Dear Mr. Beers:
In accordance with your request, a geotechnical investigation has been completed for the above referenced project.
The report addresses both engineering geologic and geotechnical conditions. The results of the investigation are presented in the accompanying report, which includes a description of site conditions, results of our field exploration, laboratory testing, conclusions, and recommendations.
We appreciate this opportunity to be of continued service to you. If you have any questions regarding this report, please do not hesitate to contact us at your convenience.
Respectfully submitted,
RMA Group
Ken Dowell, PG, CEG
Project Geologist
CEG 2470
Haitham Dawood, PhD|PE|GE
Engineering Manager
GE 3227
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Page i
TABLE OF CONTENTS
PAGE
1.00 INTRODUCTION 1
1.01 Purpose 1
1.02 Scope of the Investigation 1
1.03 Site Location and Description 1
1.04 Current and Past Land Usage 2
1.05 Planned Usage 2
1.06 Investigation Methods 2
2.00 FINDINGS 3
2.01 Geologic Setting 3
2.02 Earth Materials 3
2.03 Expansive Soils 4
2.04 Surface and Groundwater Conditions 4
2.05 Faults 5
2.06 Historic Seismicity 5
2.07 Flooding Potential 5
2.08 Landslides 5
3.00 CONCLUSIONS AND RECOMMENDATIONS 5
3.01 General Conclusion 5
3.02 General Earthwork and Grading 6
3.03 Earthwork Shrinkage and Subsidence 6
3.04 Removals and Overexcavation 6
3.05 Rippability and Rock Disposal 8
3.06 Subdrains 8
3.07 Permanent Fill and Cut Slopes 8
3.08 Faulting 8
3.09 Seismic Design Parameters 8
3.10 Liquefaction and Secondary Earthquake Hazards 10
3.11 Foundations 11
3.12 Foundation Setbacks from Slopes 12
3.13 Slabs on Grade 13
3.14 Miscellaneous Concrete Flatwork 14
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Page ii
TABLE OF CONTENTS
(Continued)
PAGE
3.15 Footing Excavation and Slab Preparations 14
3.16 Lateral Load Resistance 15
3.17 Drainage and Moisture Proofing 16
3.18 Cement Type and Corrosion Potential 16
3.19 Temporary Slopes 17
3.20 Soil Infiltration Testing 18
3.21 Utility Trench Backfill 20
3.22 Pavement Sections 20
3.23 Plan Review 22
3.24 Geotechnical Observation and Testing During Rough Grading 22
3.25 Post-Grading Geotechnical Observation and Testing 22
4.00 CLOSURE 23
FIGURES AND TABLES
Figure 1 Site Location Map
Figure 2 Regional Geologic Map
Figure 3 Site Geologic Map
Figure 4 Regional Fault Map
Figure 5 Flood Zone Map
Table 1 Notable Faults within 100 Km
Table 2 Historical Strong Earthquakes
APPENDICES
Appendix A Field Investigation A1
Appendix B Laboratory Tests B1
Appendix C General Earthwork and Grading Specifications C1 Appendix D References D1
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1.00 INTRODUCTION
1.01 Purpose
A draft geotechnical investigation has been completed for the proposed Sports Park to be located at the southeast corner of Vineyard Avenue and East Riverside Drive in the City of Ontario, California, California. The purpose of the investigation was to summarize geotechnical and geologic conditions at the site, to assess their potential impact on the proposed development, and to develop geotechnical and engineering geologic design parameters.
The area of the project east of Ontario Avenue was not accessible for exploration at the date of this report.
1.02 Scope of the Investigation
The general scope of this investigation included the following:
• Review of published and unpublished geologic, seismic, groundwater and geotechnical literature. • Examination of aerial photographs.
• Contacting of underground service alert to locate onsite utility lines. • Logging, sampling and backfilling of 17 exploratory borings drilled with a CME-75 drill rig for this portion of the project.
• Logging, sampling and backfilling of 8 exploratory trenches excavated with a tractor mounted backhoe. • Performance of 4 soil infiltration tests in accordance with the borehole method and 2 with the double ring infiltrometer method as detailed in the San Bernardino County Technical Guidance for Water Quality Management Plans.
• Laboratory testing of representative soil samples.
• Geotechnical evaluation of the compiled data.
• Preparation of this report presenting our findings, conclusions and recommendations.
Our scope of work did not include a preliminary site assessment for the potential of hazardous materials onsite.
1.03 Site Location and Description
The proposed sports Park will be located at the southeast corner of southeast corner of East Riverside Drive and Vineyard Avenue in the southeast portion of the City of Ontario, San Bernardino County, California. Ontario Avenue crosses the site. A proposed baseball stadium and parking structure is located in the northeast portion of the overall site, athletic fields are proposed for most of the west and south portions of the site. A gymnasium and sport academy buildings are planned in the southeast corner of the site.
The site is bounded by East Riverside Drive to the north, the Cucamonga Creek Channel to the east, Chino Avenue to the south and, a nursery, and RV and boat storage property, and agricultural fields to the west (Figure 1). Its geographic position is at Latitude 34.017890° and Longitude -117.604962°. Elevation range from 750 to 780 feet above sea level.
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1.04 Current and Past Land Usage
The site is currently utilized for various purposes. A dairy is located in the northeast part, agricultural fields are located on the south half of the site and an unused field is located in the northwest portion of the site. The dairy includes animal pens, a milk barn, other structures used for residences, office, equipment and feed storage. The pens are surrounded by metal pipe fencing and there are additional perimeter and some interior barbed wire fencing. The portion of the site between Ontario Avenue and the Cucamonga Creek Channel is used for nurseries, a few residential structures and horse stables. Five basins used to hold dairy water is located south of the dairy. The basins are surrounded by earthen berms. An earthen berm is located at the south end of the site, along Chino Avenue. Three dry basins surrounded by earthen berms are also located in the southeast corner of the site. The remaining portion of the site west of Ontario Avenue has been used most recently for agriculture. The southern half of the site was used to grow crops such as corn and the northwest quarter has been fallowed.
Historically, the site was used as orchards and agricultural fields since before 1938 until the late 1950’s and early 1960’s when the dairy was constructed. Based on aerial photographs the dairy operated up until 2013 then was vacant until it was reactivated in 2021. The east half of the current dairy was at this time used to house and train racehorses. The area south of the existing dairy basins was previously used for holding and dispersal of dairy water.
Based upon the aerial photographs and conditions encountered in our exploratory borings and trenches, this area contained water periodically at depths of only a few feet deep. The basins were created using small berms wiped out by plowing after 2013 of the area for planting of crops. The existing basins had included small berms along the southern sides during the earlier dairy operations. During the most recent dairy operations, the southern portion of the basin berms were strengthened and created their current configuration.
The portion of the site east of Ontario Avenue had a dairy constructed on the north half in the late 1950’s. A few residential structures and agricultural fields appear in the south half in the 1980’s. The current nursery appears in the 2010’s on the north half of this area. The south half of this area is currently used for three residential properties, a stable and vehicle storage.
1.05 Planned Usage
It is our understanding that the proposed construction will consist of a minor league baseball stadium, a hotel, two parking structures, a gymnasium building, athletic academy, community center buildings, community pool, a skate park retail structures, several sports fields including soccer, baseball and tennis courts and associated surface paved parking and roads.
Our investigation was performed prior to the preparation of grading or foundation plans. To aid in preparation of this report, we utilized the following assumptions:
• Maximum foundation loads of 2 to 3 kips per linear foot for continuous footings and 50 kips for isolated spread footings. As foundation loads are known they should be provided to determine if revised recommendations would be needed.
• Cuts and fills will be less than 5 feet except in the area of the baseball stadium where excavation of up to 20 feet is proposed.
1.06 Investigation Methods
Our investigation consisted of office research, field exploration, laboratory testing, review of the compiled data, and C-6
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preparation of this report. It has been performed in a manner consistent with generally accepted engineering and geologic principles and practices, and has incorporated applicable requirements of California Building Code.
Definitions of technical terms and symbols used in this report include those of the ASTM International, the California Building Code, and commonly used geologic nomenclature.
Technical supporting data are presented in the attached appendices. Appendix A presents a description of the methods and equipment used in performing the field exploration and logs of our subsurface exploration. Appendix B presents a description of our laboratory testing and the test results. Standard grading specifications and references are presented in Appendices C and D, respectively.
2.00 FINDINGS
2.01 Geologic Setting
The site is located on a deep structural depression known as the upper Santa Ana River Valley. According to Fife and others (1976), the alluvial deposits beneath the site are approximately 700 to 900 feet thick and rest on a basement of granitic bedrock.
The upper Santa Ana River Valley is bordered by the San Gabriel Mountains and the active Cucamonga fault to the north, and the Puente Hills and potentially active Chino fault to the west. To the south are the Jurupa Mountains and other resistant granitic and metamorphic hills. The eastern boundary of the valley is the San Bernardino Mountains and the active San Andreas fault.
According to regional geologic mapping by Bedrossian, Hayhurst and Roffers (2010), the site is underlain by Holocene to late Pleistocene age young eolian and dune deposits (Figure 2).
2.02 Earth Materials
Our subsurface investigation encountered manure and manure impacted soil, asphalt, concrete, artificial fill and alluvium.
The manure and manure impacted soils were encountered and observed in the animal pens. The manure and manure impacted soils thickness ranged from only a few inches up to a couple feet. The manure and manure impacted soils were thicker along the edges of the pens and, particularly, between the feed aisle and shade structures in the pens where the cows congregate. Actual thickness of the manure and manure impacted soils will vary. It is typical that dairy operators will drag the pens to limit wet manure buildup by redistributing the surface by dragging the surface and moving areas of wet manure. They will also typically remove manure buildup prior to winter and then again after winter. The areas of thicker manure are the pens used for the dairy cows. The pens not used for dairy cows have thinner amounts of manure. The basins should be expected to include manure impacted soil at their bottom, but how much is unknown at this time since the basins contained water at the time of our field investigation and thus inaccessible.
Thin areas of manure were also encountered in the southeastern field area where the former shallow basing were located. The manure and organic matter encountered was within the upper 2 feet of the soil and most likely buried as part of the plowing of the fields as part of the agriculture operations in this area.
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Asphalt was observed as pavement throughout the dairy and is three to four inches or less in thickness. The concrete was observed and encountered as pavement, particularly in the feed aisles between the pens. The concrete pavement is assumed to be six to eight inches thick. Other area of concrete pavement was found to be three to four inches thick.
Artificial fill was encountered consisting of gray silty sand in the pens that was encountered under the manure and was about a foot thick. This fill is expected to range from a few inches to up to three feet in the pens. The fill was placed to create drainage in the pens away from the feed aisles to the rear of the pens. Artificial fill was also encountered in the. Artificial fill was also observed as earthen berm around the basins and in the southern portion of the site. The soil in the berms appears to be excavated from the basins and is similar to the alluvial soil.
Alluvial soils encountered in our borings and observed around the site consisted of consisted of light brown to grayish-brown, gray and brown silty fine sand to sand with silt with thin layers of clay, sandy silt and trace to minor amounts of gravel. Isolated filled old stream channels were also encountered where layers of sand were encountered in a boring, but these sand layers were not continuous across the site between borings. The areas were sand with silt was encountered was in Boring B-12 at depths below 8 feet and Boring B-24 at depths 25 feet. This variation in stratigraphy is typical of alluvial depositional environments.
The subsurface soils encountered in the exploratory borings drilled at the site are described in greater detail on the logs contained in Appendix A.
2.03 Expansive Soils
Expansion testing performed in accordance with ASTM D4829 indicates that earth materials underlying the site have an expansion classification of very low.
Results of expansion test and other soil index tests are presented in Appendix B. Since site grading will redistribute earth materials, potential expansive properties should be verified at the completion of rough grading.
2.04 Surface and Groundwater Conditions
Areas of ponding or standing water were present at the time of our study. Standing water was observed within the dairy wash ponds located in the east center of the site. Based upon the topography of the site, the depth of water within the basins is expected to be less than 10 feet. Water within these basins is from runoff of wash water from the milk barn and not surface expression of groundwater levels and subsurface infiltration from the basins is expected to yield very limited saturated soils around the base of the basins, particularly south of the basins due to the natural gradient of the site. Since the basins will be pumped dry and filled with engineered fill, the water in the basins will not affect the proposed development. Other areas of local standing water were observed around the site after rainstorms and were only a foot or less deep. These areas included the lower ends of the dairy pens and the southern ends of the fields.
No springs or areas of natural seepage were found. According to Carson and Matti, 1985, the depth to groundwater beneath the project is ranges from 150 to 175 feet below the ground surface. A water well (State well 340045N1176407W001) located about 2 miles southwest of the site had a groundwater measurement on April 14, 2022 of 136 feet below the ground surface. The ground surface elevation at the well is 30 to 60 feet below the site, therefore the depth to groundwater based on the well measurement would be about 160 to 190 feet below the C-8
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ground surface.
2.05 Faults
The site is not located within the boundaries of an Earthquake Fault Zone for fault-rupture hazard as defined by the Alquist-Priolo Earthquake Fault Zoning Act and no faults are known to pass through the property. The nearest Earthquake Fault Zone is located about 7 miles to the west of the site along the Chino Central Avenue fault.
The nearest fault is the Chino Central Avenue fault located approximately 7 miles to the west.
The accompanying Regional Fault Map (Figure 4) illustrates the location of the site with respect to major faults in the region. The distance to notable faults within 100 kilometers of the site is presented on Table 1.
2.06 Historic Seismicity
The nearest historic strong earthquakes were epicentered within about 18 miles from the site. They were the
6.0 magnitude San Bernardino Earthquake that occurred in 1923 on the San Jacinto Fault and the 6.0 magnitude that occurred in the San Bernardino area in 1858. Historic strong earthquakes in the southern California region are summarized on Table 2.
Strong earthquakes that have occurred in this region in historic time and their approximate epicentral distances are summarized in Table 2.
2.07 Flooding Potential
According to the Federal Emergency Management Agency (F.I.R.M. Map No. 06071C8638H, dated August 28, 2008) the site is located in a flood hazard zone designated Zone X with 0.2 percent annual chance flood hazard, typically referred to a 500-year flood zone.
Control of surface runoff originating from within and outside of the site should, of course, be included in design of the project.
2.08 Landslides
Due to the low gradient of the site and surrounding area, landsliding is not a hazard at this property.
3.00 CONCLUSIONS AND RECOMMENDATIONS
3.01 General Conclusion
Based on specific data and information contained in this report, our understanding of the project and our general experience in engineering geology and geotechnical engineering, it is our professional judgment that the proposed development is geologically and geotechnically feasible. This is provided that the recommendations presented below are fully implemented during design, grading and construction.
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3.02 General Earthwork and Grading
All grading should be performed in accordance with the General Earthwork and Grading Specifications outlined in Appendix C, unless specifically revised or amended below. Recommendations contained in Appendix C are general specifications for typical grading projects and may not be entirely applicable to this project.
It is also recommended that all earthwork and grading be performed in accordance with Appendix J of the 2022 California Building Code and all applicable governmental agency requirements. In the event of conflicts between this report and Appendix J, this report shall govern.
3.03 Earthwork Shrinkage and Subsidence
Shrinkage is the decrease in volume of soil upon removal and recompaction expressed as a percentage of the original in-place volume. Subsidence occurs as natural ground is densified to receive fill. These factors account for changes in earth volumes that will occur during grading. Our estimates are as follows:
• Shrinkage factor = 7% - 15% for soil removed and replaced as compacted fill based upon insitu relative compaction of the soil at the date of this report. This may vary depending upon moisture content of the soil and vegetation cover at the time of grading. Soil within the upper 2 feet of the surface will have larger shrinkage due to the use of most of the western and southern areas for agriculture that included regular plowing of the soil. Depending upon the conditions at the site prior to grading, shrinkage may increase if there is a heavy cover of weeds and other vegetation that may require removal of the upper 1 to 2 feet due to roots of the plants. The soil located in the berms should be assumed to have much higher shrinkage numbers, closer to 20 to 30 percent depending upon compaction of the soil in the berm. • Subsidence factor = 0.15 foot.
The degree to which fill soils are compacted and variations in the insitu density of existing soils will influence earth volume changes. Consequently, some adjustments in grades near the completion of grading could be required to balance the earthwork.
3.04 Removals and Overexcavation
All vegetation, trash and debris should be cleared from the grading area and removed from the site. Prior to placement of compacted fills, all non-engineered fills and loose, porous, or compressible soils will need to be removed down to competent ground. Removal and requirements will also apply to cut areas, if the depth of cut is not sufficient to reach competent ground. Removed and/or overexcavated soils may be moisture-conditioned and recompacted as engineered fill, except for soils containing detrimental amounts of organic material. Estimated depths of removals are as follows:
• Non-engineered fill ranging from less than 1 foot to 3 feet deep was encountered and observed within the property, particularly within the existing cattle pens. Non-engineered fill ranging from 1 to 10 feet in height was also observed as earthen berms around the dairy basins and in the southern portion of the site. Complete removal of these fills and underlying compressible native soils will need to be performed. If other non-engineered fills are encountered during grading, they will also need to be removed along with any underlying compressible native soils. • Manure and manure impacted soils were encountered and observed within the existing cattle pens and C-10
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in the southeastern field. At the time of our field investigation, manure in the pens ranged from only a few inches up to 2 to 3 feet thick. The amount of manure on the surface of the pens will vary and the actual thickness when dairy operations cease will be different than what was encountered during our field investigation. Additional investigation of manure and manure impacted soil may be done after dairy operations have ceased and the pens cleaned of manure to dairy standards or during demolition and cleanup of the dairies and prior to commencement of grading to determine actual removals needed. It is expected that manure impacted soils will be found at the bottom of the dairy wash ponds, however at the time of our field investigation they were full of water and inaccessible. Actual depth of removal of these soils should be reviewed once the basing have been pumped dry after the dairy operations cease.
Manure and organic impacted soils were also observed in the upper 2 to 3 feet of the southeastern field.
This is due to the prior use of this area as dairy water containment and the plowing operations after 2013 that mixed surface organics and manure into the upper 2 feet of the soil. Removals in this area should extend to a depth of 3 feet to remove any organic and manure impacted soil. • Loose, porous and compressible native soils were encountered to depths of about 2 to 5 feet below existing grades. The average depth of removal of these soils is expected to be 4 feet with some local areas extending to 6 feet below the existing ground surface or the base of existing non-engineered fill. • Areas of deep excavations, such as the baseball stadium that is planned for excavation to reach field level of over 15 feet, that competent native soil will be encountered. At these deeper removals, once design elevation is reached the geotechnical engineer’s representative should review soil conditions and if found suitable the surface should be scarified to a minimum depth of 12 inches, moisture conditioned and compacted to at least 90 percent of the maximum dry density. • It is expected that competent native soils will be encountered in cuts deeper than approximately 3 to 5 feet below existing grade or the base of existing non-engineered fill. Provided competent soils are exposed, these cut surfaces should be scarified to a minimum depth of 12 inches, moisture conditioned and compacted to at least 90 percent of the maximum dry density, provided that footing overexcavation requirements are met.
• Soils disturbed by demolition of existing structures will need to be over-excavated to competent native ground and then scarified to a minimum depth of 12 inches, moisture conditioned and compacted to at least 90 percent of the maximum dry density
• The asphalt and concrete currently onsite may be either processed and placed in the compacted fill, or hauled off the site. If the asphalt and concrete is use as fill material, it must be broken down to approximately 4 to 8-inch particles and mixed thoroughly with on-site soils. No large and flat pieces are to be used for fill. If asphalt is processed by grinding, it cannot be used in fills and must be removed from the site.
In addition to the above requirements, overexcavation will also need to meet the following criteria for the building pads, concrete flatwork and pavement areas:
• All footing areas, both continuous and spread, shall be undercut, moistened, and compacted as necessary to produce soils compacted to a minimum of 90% relative compaction to a depth equal to the width of the footing below the bottom of the footing or to a depth of 3 feet below the bottom of the footing, whichever C-11
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is less. Footing areas shall be defined as the area extending from the edge of the footing for a distance of 5 feet.
• All floor slabs shall be underlain by a minimum of 12 inches of soil compacted to a minimum of 90% relative compaction.
• All concrete flatwork and paved areas shall be underlain by a minimum of 12 inches of soil compacted to a minimum of 95% relative compaction. The 12 inches of compacted soil may be achieved by scarifying, moisture conditioning and compacting the soil at finish subgrade elevations. • Overexcavation will not be required for the pole foundations.
The exposed soils beneath all overexcavation should be scarified an additional 12 inches, moisture conditioned and compacted to a minimum of 90% relative compaction.
The above recommendations are based on the assumption that soils encountered during field exploration are representative of soils throughout the site. However, there can be unforeseen and unanticipated variations in soils between points of subsurface exploration. Hence, overexcavation depths must be verified, and adjusted if necessary, at the time of grading. The overexcavated materials may be moisture-conditioned and re-compacted as engineered fill.
3.05 Rippability and Rock Disposal
Our exploratory borings were advanced without difficulty and no oversize materials were encountered in our subsurface investigation. Accordingly we expect that all earth materials will be rippable with conventional heavy duty grading equipment and oversized materials are not expected.
3.06 Subdrains
Groundwater and surface water were not encountered during the course of our investigation, the proposed grading is will not fill any large canyons and the underlying soils are fairly permeable. Consequently, installation of canyon subdrains is not expected to be necessary.
3.07 Permanent Fill and Cut Slopes
Fill and cut slopes constructed at inclinations of 2 horizontal to 1 vertical or flatter are expected to be grossly and surficially stable. This is provided that fill slopes are properly keyed and compacted, as indicated in Appendix C, and cut slopes expose competent native soils. Cut and fill slope stability should be further reviewed upon development of a grading plan.
3.08 Faulting
Since the site is not located within the boundaries of an Earthquake Fault Zone and no faults are known to pass through the property, surface fault rupture within the site is considered unlikely.
3.09 Seismic Design Parameters
The potential damaging effects of regional earthquake activity must be considered in the design of structures.
C-12
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