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Asbuilt 100-yr (11.5)
BACKWATER CALCULATIONS PROJECT NAME: Canopy AsbuiltPREPARED BY: KEL PROJECT NUMBER: 18054DESIGN STORM: 100 YEARENTRANCE ENTRANCE EXIT OUTLET INLET APPROACH BEND JUNCTIONPIPE PIPE MANNING'S OUTLET INLET PIPE FULL VELOCITY TAILWATER FRICTION HGL HEAD HEAD CONTROL CONTROL VELOCITY HEAD HEADHEADWATER RIMFROM TO Q LENGTH SIZE "n" ELEVATION ELEVATION AREA VELOCITY HEAD ELEVATION LOSS ELEVATION LOSS LOSS ELEVATION ELEVATIONHEAD LOSS LOSS ELEVATION ELEVATION FREEBOARDCB CB (CFS) (FT) (IN) VALUE (FT) (FT) (SQ FT) (FT/SEC) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT)2 1 8.61 243 24 0.012 53.85 56.00 3.14 2.74 0.12 58.05 0.30 58.35 0.06 0.12 58.52 58.00 0.33 0.05 0.01 58.25 59.70 1.452B 2 0.69 15 12 0.012 56.20 57.03 0.79 0.88 0.01 58.25 0.00 58.26 0.01 0.01 58.27 58.03 0.00 0.00 0.00 58.27 59.73 1.46N Vault 2 8.12 49 18 0.012 56.00 58.47 1.77 4.60 0.33 58.25 0.25 59.97 0.16 0.33 60.46 60.28 0.33 0.11 0.04 60.28 63.47 3.19S VaultN Vault8.18 101 18 0.012 56.00 64.02 1.77 4.63 0.33 60.28 0.52 65.52 0.17 0.33 66.02 65.82 0.11 0.35 0.00 66.26 74.02 7.763 S Vault 8.19 9 24 0.012 71.35 71.44 3.14 2.61 0.11 66.26 0.0173.44 0.05 0.11 73.60 73.44 0.13 0.09 0.01 73.57 75.89 2.323B 3 0.48 68 12 0.012 72.19 76.68 0.79 0.61 0.01 73.57 0.01 77.68 0.00 0.01 77.69 77.68 0.00 0.00 0.00 77.69 82.68 4.994 3 7.64 69 22 0.012 71.64 71.99 2.64 2.89 0.13 73.57 0.11 73.820.07 0.13 74.02 73.82 0.28 0.03 0.00 73.77 78.99 5.224B 4 0.13 23 12 0.012 73.39 74.22 0.79 0.16 0.00 73.77 0.00 75.22 0.00 0.00 75.22 75.22 0.00 0.00 0.00 75.22 78.97 3.755 4 7.50 22 18 0.012 72.39 77.09 1.77 4.25 0.28 73.77 0.09 78.590.14 0.28 79.01 78.59 0.23 0.02 0.02 78.82 81.89 3.0727 5 0.65 38 12 0.012 77.79 82.33 0.79 0.82 0.01 78.82 0.01 83.33 0.01 0.01 83.35 83.33 0.02 0.01 0.00 83.33 88.61 5.286 5 6.81 70 18 0.012 77.19 85.50 1.77 3.86 0.23 78.82 0.25 87.000.12 0.23 87.35 87.00 0.23 0.05 0.00 87.17 92.00 4.836B 6 0.09 25 12 0.012 85.95 87.19 0.79 0.12 0.00 87.17 0.00 88.19 0.00 0.00 88.19 88.19 0.00 0.00 0.00 88.19 90.09 1.907 6 6.73 29 18 0.012 85.60 90.67 1.77 3.81 0.23 87.17 0.10 92.170.11 0.23 92.51 92.17 0.22 0.04 0.00 92.32 96.37 4.058 7 6.71 37 18 0.012 90.87 95.99 1.77 3.80 0.22 92.32 0.13 97.490.11 0.22 97.83 97.49 1.08 0.04 0.01 96.79 101.84 5.058B 8 0.21 25 12 0.012 96.59 96.84 0.79 0.26 0.00 96.79 0.00 97.84 0.00 0.00 97.84 97.84 0.00 0.00 0.00 97.84 101.64 3.809 8 6.53 35 12 0.012 96.24 102.26 0.79 8.32 1.08 96.79 1.00 103.26 0.54 1.08 104.87 105.60 1.06 0.17 0.00 104.71 107.14 2.4310 9 6.50 78 12 0.012 102.26 110.79 0.79 8.28 1.06 104.71 2.18 111.79 0.53 1.06 113.39 114.13 0.98 0.06 0.05 113.27 116.04 2.7710B 10 0.33 24 12 0.012 110.79 111.65 0.79 0.42 0.00 113.27 0.00 113.27 0.00 0.00 113.27 112.65 0.00 0.00 0.00 113.27 116.052.7811 10 6.22 64 12 0.012 110.79 114.11 0.79 7.92 0.98 113.27 1.66115.11 0.49 0.98 116.57 117.25 1.04 0.06 0.09 116.35 120.11 3.7611B 11 0.56 24 12 0.012 114.11 115.31 0.79 0.71 0.01 116.35 0.00 116.36 0.00 0.01 116.37 116.31 0.00 0.00 0.00 116.37 120.073.7012 11 5.91 119 11.5 0.012 114.11 114.99 0.72 8.19 1.04 116.35 3.45 119.81 0.52 1.04 121.37 118.30 0.84 0.04 0.12 120.70 126.41 5.7112B 12 0.80 23 12 0.012 114.93 122.10 0.79 1.02 0.02 120.70 0.01 123.10 0.01 0.02 123.12 123.10 0.00 0.00 0.00 123.12 123.350.2313 12 5.29 43 11.5 0.012 115.06 115.33 0.72 7.34 0.84 120.70 1.00 121.70 0.42 0.84 122.95 118.11 0.63 0.06 0.11 122.49 128.53 6.0414 13 4.57 21 11.5 0.012 115.33 115.51 0.72 6.34 0.63 122.49 0.36 122.86 0.31 0.63 123.79 117.75 0.09 0.05 0.46 124.21 129.71 5.5015 14 1.86 165 12 0.012 115.51 137.87 0.79 2.37 0.09 124.21 0.38 138.87 0.04 0.09 139.00 138.87 0.05 0.01 0.02 138.99 142.873.88PIPESEGMENT BACKWATER CALCULATIONS PROJECT NAME: Canopy AsbuiltPREPARED BY: KEL PROJECT NUMBER: 18054DESIGN STORM: 100 YEARENTRANCE ENTRANCE EXIT OUTLET INLET APPROACH BEND JUNCTIONPIPE PIPE MANNING'S OUTLET INLET PIPE FULL VELOCITY TAILWATER FRICTION HGL HEAD HEAD CONTROL CONTROL VELOCITY HEAD HEADHEADWATER RIMFROM TO Q LENGTH SIZE "n" ELEVATION ELEVATION AREA VELOCITY HEAD ELEVATION LOSS ELEVATION LOSS LOSS ELEVATION ELEVATIONHEAD LOSS LOSS ELEVATION ELEVATION FREEBOARDCB CB (CFS) (FT) (IN) VALUE (FT) (FT) (SQ FT) (FT/SEC) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT)PIPESEGMENT16B 15 0.53 61 12 0.012 137.77 139.88 0.79 0.67 0.01 138.99 0.01 140.88 0.00 0.01 140.89 140.88 0.00 0.00 0.00 140.89 144.733.8417 15 1.34 33 12 0.012 137.87 142.46 0.79 1.70 0.05 138.99 0.04143.46 0.02 0.05 143.53 143.46 0.04 0.00 0.00 143.49 146.76 3.2718 17 1.30 47 12 0.012 142.51 145.82 0.79 1.65 0.04 143.49 0.05146.82 0.02 0.04 146.88 146.82 0.02 0.00 0.03 146.89 150.93 4.0418B 18 0.66 26 12 0.012 146.06 146.11 0.79 0.85 0.01 146.89 0.01 147.11 0.01 0.01 147.13 147.11 0.00 0.00 0.00 147.13 150.933.8019 18 0.54 139 9 0.012 146.06 150.51 0.44 1.22 0.02 146.89 0.12151.26 0.01 0.02 151.29 151.26 0.01 0.03 0.00 151.32 155.71 4.3919B 19 0.45 25 12 0.012 150.61 150.82 0.79 0.57 0.01 151.32 0.00 151.82 0.00 0.01 151.83 151.82 0.00 0.00 0.00 151.83 155.723.8920 14 2.96 209 12 0.012 115.51 116.58 0.79 3.77 0.22 124.21 1.21 125.43 0.11 0.22 125.76 117.81 0.25 0.00 0.00 125.51 125.49-0.0221 20 2.17 139 10 0.012 116.83 127.25 0.55 3.99 0.25 125.51 1.15 128.08 0.12 0.25 128.45 128.41 0.08 0.00 0.00 128.38 130.562.1822 21 1.78 145 12 0.012 127.54 134.07 0.79 2.27 0.08 128.38 0.30 135.07 0.04 0.08 135.19 135.07 0.14 0.00 0.00 135.06 138.213.1523 22 1.30 137 9 0.012 134.23 137.41 0.44 2.95 0.14 135.06 0.71138.16 0.07 0.14 138.36 138.16 0.04 0.18 0.00 138.50 141.51 3.0124 23 1.23 41 12 0.012 137.51 141.43 0.79 1.57 0.04 138.50 0.04142.43 0.02 0.04 142.49 142.43 0.02 0.00 0.00 142.47 145.63 3.1625 24 0.91 70 12 0.012 141.43 144.51 0.79 1.16 0.02 142.47 0.04145.51 0.01 0.02 145.54 145.51 0.00 0.03 0.02 145.59 150.91 5.3225B 25 0.73 17 12 0.012 144.51 144.87 0.79 0.94 0.01 145.59 0.01 145.87 0.01 0.01 145.89 145.87 0.00 0.00 0.00 145.89 150.834.9426 25 0.16 32 12 0.012 144.51 146.93 0.79 0.20 0.00 145.59 0.00147.93 0.00 0.00 147.93 147.93 0.00 0.00 0.00 147.93 150.73 2.8028 27 0.65 53 10 0.012 82.59 87.01 0.55 1.19 0.02 83.33 0.04 87.84 0.01 0.02 87.88 87.84 0.00 0.00 0.00 87.88 91.98 4.1029 28 0.15 53 12 0.012 87.06 90.48 0.79 0.19 0.00 87.88 0.00 91.48 0.00 0.00 91.48 91.48 0.00 0.00 0.00 91.48 94.88 3.4030 29 0.12 53 12 0.012 90.48 93.65 0.79 0.15 0.00 91.48 0.00 94.65 0.00 0.00 94.65 94.65 0.00 0.00 0.00 94.65 97.90 3.2531 30 0.09 117 12 0.012 93.70 100.11 0.79 0.11 0.00 94.65 0.00 101.11 0.00 0.00 101.11 101.11 0.01 0.00 0.00 101.10 104.46 3.3632 13 0.77 108 12 0.012 115.33 137.06 0.79 0.98 0.01 122.49 0.04 138.06 0.01 0.01 138.08 138.06 0.04 0.02 0.00 138.06 148.3610.3032B 32 0.00 55 12 0.012 137.16 149.18 0.79 0.00 0.00 138.06 0.00 150.18 0.00 0.00 150.18 150.18 0.00 0.00 0.00 150.18 153.433.2533 32 0.69 115 9 0.012 137.16 137.86 0.44 1.56 0.04 138.06 0.17138.61 0.02 0.04 138.67 138.61 0.01 0.00 0.00 138.66 147.06 8.4034 33 0.31 68 9 0.012 137.86 138.29 0.44 0.71 0.01 138.66 0.02 139.04 0.00 0.01 139.05 139.04 0.00 0.00 0.00 139.05 144.39 5.3435 34 0.05 57 9 0.012 138.39 139.29 0.44 0.12 0.00 139.05 0.00 140.04 0.00 0.00 140.04 140.04 0.01 0.00 0.00 140.03 142.99 2.9636 Outfall 0.54 47 12 0.012 96.51 96.76 0.79 0.69 0.01 97.51 0.01 97.76 0.00 0.01 97.77 97.76 0.00 0.00 0.00 97.77 100.61 2.8437 36 0.47 62 12 0.012 96.76 99.24 0.79 0.60 0.01 97.77 0.01 100.24 0.00 0.01 100.25 100.24 0.00 0.00 0.00 100.24 104.29 4.0538 37 0.42 36 12 0.012 99.34 103.61 0.79 0.53 0.00 100.24 0.00 104.61 0.00 0.00 104.62 104.61 0.00 0.00 0.00 104.62 107.96 3.3439 38 0.26 52 12 0.012 103.61 110.45 0.79 0.34 0.00 104.62 0.00111.45 0.00 0.00 111.45 111.45 0.00 0.00 0.00 111.45 113.65 2.2040 39 0.20 63 12 0.012 110.55 122.95 0.79 0.26 0.00 111.45 0.00123.95 0.00 0.00 123.95 123.95 0.00 0.00 0.00 123.95 125.55 1.6041 40 0.15 35 12 0.012 122.95 126.64 0.79 0.19 0.00 123.95 0.00127.64 0.00 0.00 127.64 127.64 0.03 0.00 0.00 127.61 131.14 3.5342N Vault1.12 19 12 0.012 56.00 60.94 0.79 1.43 0.03 60.28 0.02 61.94 0.02 0.03 61.99 61.94 0.00 0.00 0.00 61.99 67.04 5.0543 42 1.02 22 12 0.012 61.09 62.89 0.79 1.30 0.03 61.99 0.01 63.89 0.01 0.03 63.93 63.89 0.01 0.01 0.01 63.93 67.64 3.7143B 43 0.27 27 12 0.012 63.14 66.24 0.79 0.34 0.00 63.93 0.00 67.24 0.00 0.00 67.24 67.24 0.00 0.00 0.00 67.24 69.39 2.1544 43 0.69 50 12 0.012 63.14 66.80 0.79 0.88 0.01 63.93 0.02 67.80 0.01 0.01 67.82 67.80 0.00 0.00 0.00 67.82 69.60 1.78 BACKWATER CALCULATIONS PROJECT NAME: Canopy AsbuiltPREPARED BY: KEL PROJECT NUMBER: 18054DESIGN STORM: 100 YEARENTRANCE ENTRANCE EXIT OUTLET INLET APPROACH BEND JUNCTIONPIPE PIPE MANNING'S OUTLET INLET PIPE FULL VELOCITY TAILWATER FRICTION HGL HEAD HEAD CONTROL CONTROL VELOCITY HEAD HEADHEADWATER RIMFROM TO Q LENGTH SIZE "n" ELEVATION ELEVATION AREA VELOCITY HEAD ELEVATION LOSS ELEVATION LOSS LOSS ELEVATION ELEVATIONHEAD LOSS LOSS ELEVATION ELEVATION FREEBOARDCB CB (CFS) (FT) (IN) VALUE (FT) (FT) (SQ FT) (FT/SEC) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT)PIPESEGMENT45 Outfall 0.82 43 8 0.012 74.12 77.56 0.35 2.36 0.09 74.79 0.17 78.23 0.04 0.09 78.36 78.23 0.09 0.08 0.00 78.35 80.86 2.5146 45 0.83 47 8 0.012 77.66 79.61 0.35 2.39 0.09 78.35 0.19 80.28 0.04 0.09 80.41 80.28 0.00 0.00 0.00 80.41 90.22 9.8147 Outfall 0.11 26 12 0.012 73.27 73.89 0.79 0.14 0.00 74.27 0.00 74.89 0.00 0.00 74.89 74.89 0.00 0.00 0.00 74.89 76.74 1.85