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HomeMy WebLinkAboutAsbuilt 25-yr (10.5)BACKWATER CALCULATIONS PROJECT NAME: Canopy AsbuiltPREPARED BY: KEL PROJECT NUMBER: 18054DESIGN STORM: 25 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 7.19 243 24 0.012 53.85 56.00 3.14 2.29 0.08 58.05 0.21 58.26 0.04 0.08 58.38 58.00 0.23 0.03 0.01 58.19 59.70 1.512B 2 0.59 15 12 0.012 56.20 57.03 0.79 0.75 0.01 58.19 0.00 58.19 0.00 0.01 58.21 58.03 0.00 0.00 0.00 58.21 59.73 1.52N Vault 2 6.79 49 18 0.012 56.00 58.47 1.77 3.84 0.23 58.19 0.17 59.97 0.11 0.23 60.31 59.97 0.23 0.08 0.03 60.19 63.47 3.28S VaultN Vault6.84 101 18 0.012 56.00 64.02 1.77 3.87 0.23 60.19 0.36 65.52 0.12 0.23 65.87 65.52 0.07 0.24 0.00 66.04 74.02 7.983 S Vault 6.85 9 24 0.012 71.35 71.44 3.14 2.18 0.07 66.04 0.0173.44 0.04 0.07 73.55 73.44 0.09 0.07 0.00 73.53 75.89 2.363B 3 0.40 68 12 0.012 72.19 76.68 0.79 0.51 0.00 73.53 0.01 77.68 0.00 0.00 77.69 77.68 0.00 0.00 0.00 77.69 82.68 4.994 3 6.39 69 22 0.012 71.64 71.99 2.64 2.42 0.09 73.53 0.07 73.820.05 0.09 73.96 73.82 0.20 0.02 0.00 73.79 78.99 5.204B 4 0.11 23 12 0.012 73.39 74.22 0.79 0.14 0.00 73.79 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 6.28 22 18 0.012 72.39 77.09 1.77 3.55 0.20 73.79 0.07 78.590.10 0.20 78.88 78.59 0.16 0.01 0.02 78.75 81.89 3.1427 5 0.54 38 12 0.012 77.79 82.33 0.79 0.69 0.01 78.75 0.01 83.33 0.00 0.01 83.34 83.33 0.02 0.00 0.00 83.33 88.61 5.286 5 5.70 70 18 0.012 77.19 85.50 1.77 3.23 0.16 78.75 0.17 87.000.08 0.16 87.24 87.00 0.16 0.04 0.00 87.12 92.00 4.886B 6 0.08 25 12 0.012 85.95 87.19 0.79 0.10 0.00 87.12 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 5.63 29 18 0.012 85.60 90.67 1.77 3.19 0.16 87.12 0.07 92.170.08 0.16 92.41 92.17 0.16 0.03 0.00 92.28 96.37 4.098 7 5.62 37 18 0.012 90.87 95.99 1.77 3.18 0.16 92.28 0.09 97.490.08 0.16 97.73 97.49 0.75 0.03 0.00 97.00 101.84 4.848B 8 0.17 25 12 0.012 96.59 96.84 0.79 0.22 0.00 97.00 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 5.47 35 12 0.012 96.24 102.26 0.79 6.97 0.75 97.00 0.70 103.26 0.38 0.75 104.39 104.78 0.75 0.12 0.00 104.15 107.14 2.9910 9 5.45 78 12 0.012 102.26 110.79 0.79 6.93 0.75 104.15 1.53 111.79 0.37 0.75 112.91 113.32 0.69 0.04 0.03 112.71 116.04 3.3310B 10 0.28 24 12 0.012 110.79 111.65 0.79 0.36 0.00 112.71 0.00 112.71 0.00 0.00 112.71 112.65 0.00 0.00 0.00 112.71 116.053.3411 10 5.21 64 12 0.012 110.79 114.11 0.79 6.64 0.69 112.71 1.16115.11 0.34 0.69 116.14 116.51 1.06 0.04 0.06 115.55 120.11 4.5611B 11 0.47 24 12 0.012 114.11 115.31 0.79 0.60 0.01 115.55 0.00 116.31 0.00 0.01 116.32 116.31 0.00 0.00 0.00 116.32 120.073.7512 11 4.96 119 10.5 0.012 114.11 114.99 0.60 8.24 1.06 115.55 3.95 119.50 0.53 1.06 121.08 118.28 0.85 0.04 0.13 120.40 126.41 6.0112B 12 0.68 23 12 0.012 114.93 122.10 0.79 0.87 0.01 120.40 0.01 123.10 0.01 0.01 123.12 123.10 0.00 0.00 0.00 123.12 123.350.2313 12 4.44 43 10.5 0.012 115.06 115.33 0.60 7.39 0.85 120.40 1.14 121.55 0.42 0.85 122.82 118.08 0.77 0.06 0.11 122.22 128.53 6.3114 13 3.84 21 10 0.012 115.33 115.51 0.55 7.04 0.77 122.22 0.54122.76 0.39 0.77 123.91 118.04 0.06 0.06 0.56 124.47 129.71 5.2415 14 1.57 165 12 0.012 115.51 137.87 0.79 2.00 0.06 124.47 0.27 138.87 0.03 0.06 138.96 138.87 0.03 0.00 0.02 138.95 142.873.92PIPESEGMENT BACKWATER CALCULATIONS PROJECT NAME: Canopy AsbuiltPREPARED BY: KEL PROJECT NUMBER: 18054DESIGN STORM: 25 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 0.45 61 12 0.012 137.77 139.88 0.79 0.57 0.01 138.95 0.01 140.88 0.00 0.01 140.89 140.88 0.00 0.00 0.00 140.89 144.733.8417 15 1.13 33 12 0.012 137.87 142.46 0.79 1.44 0.03 138.95 0.03143.46 0.02 0.03 143.51 143.46 0.03 0.00 0.00 143.48 146.76 3.2818 17 1.09 47 12 0.012 142.51 145.82 0.79 1.39 0.03 143.48 0.04146.82 0.02 0.03 146.87 146.82 0.02 0.00 0.02 146.87 150.93 4.0618B 18 0.56 26 12 0.012 146.06 146.11 0.79 0.72 0.01 146.87 0.01 147.11 0.00 0.01 147.12 147.11 0.00 0.00 0.00 147.12 150.933.8119 18 0.46 139 9 0.012 146.06 150.51 0.44 1.03 0.02 146.87 0.09151.26 0.01 0.02 151.28 151.26 0.00 0.02 0.00 151.30 155.71 4.4119B 19 0.38 25 12 0.012 150.61 150.82 0.79 0.48 0.00 151.30 0.00 151.82 0.00 0.00 151.83 151.82 0.00 0.00 0.00 151.82 155.723.9020 14 2.49 209 12 0.012 115.51 116.58 0.79 3.17 0.16 124.47 0.86 125.33 0.08 0.16 125.56 117.58 0.18 0.00 0.00 125.39 125.490.1021 20 1.83 139 10 0.012 116.83 127.25 0.55 3.36 0.18 125.39 0.82 128.08 0.09 0.18 128.35 128.23 0.06 0.00 0.00 128.29 130.562.2722 21 1.50 145 12 0.012 127.54 134.07 0.79 1.91 0.06 128.29 0.22 135.07 0.03 0.06 135.16 135.07 0.10 0.00 0.00 135.06 138.213.1523 22 1.10 137 9 0.012 134.23 137.41 0.44 2.49 0.10 135.06 0.51138.16 0.05 0.10 138.30 138.16 0.03 0.13 0.00 138.40 141.51 3.1124 23 1.04 41 12 0.012 137.51 141.43 0.79 1.33 0.03 138.40 0.03142.43 0.01 0.03 142.47 142.43 0.01 0.00 0.00 142.46 145.63 3.1725 24 0.77 70 12 0.012 141.43 144.51 0.79 0.98 0.01 142.46 0.03145.51 0.01 0.01 145.53 145.51 0.00 0.02 0.02 145.57 150.91 5.3425B 25 0.62 17 12 0.012 144.51 144.87 0.79 0.79 0.01 145.57 0.00 145.87 0.00 0.01 145.88 145.87 0.00 0.00 0.00 145.88 150.834.9526 25 0.13 32 12 0.012 144.51 146.93 0.79 0.17 0.00 145.57 0.00147.93 0.00 0.00 147.93 147.93 0.00 0.00 0.00 147.93 150.73 2.8028 27 0.55 53 10 0.012 82.59 87.01 0.55 1.01 0.02 83.33 0.03 87.84 0.01 0.02 87.87 87.84 0.00 0.00 0.00 87.87 91.98 4.1129 28 0.13 53 12 0.012 87.06 90.48 0.79 0.16 0.00 87.87 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 0.10 53 12 0.012 90.48 93.65 0.79 0.13 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 0.08 117 12 0.012 93.70 100.11 0.79 0.10 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 0.64 108 12 0.012 115.33 137.06 0.79 0.81 0.01 122.22 0.03 138.06 0.01 0.01 138.08 138.06 0.03 0.01 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 0.58 115 9 0.012 137.16 137.86 0.44 1.30 0.03 138.06 0.12138.61 0.01 0.03 138.65 138.61 0.01 0.00 0.00 138.65 147.06 8.4134 33 0.26 68 9 0.012 137.86 138.29 0.44 0.59 0.01 138.65 0.01 139.04 0.00 0.01 139.05 139.04 0.00 0.00 0.00 139.05 144.39 5.3435 34 0.04 57 9 0.012 138.39 139.29 0.44 0.10 0.00 139.05 0.00 140.04 0.00 0.00 140.04 140.04 0.01 0.00 0.00 140.04 142.99 2.9536 Outfall 0.46 47 12 0.012 96.51 96.76 0.79 0.58 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 0.39 62 12 0.012 96.76 99.24 0.79 0.50 0.00 97.77 0.01 100.24 0.00 0.00 100.25 100.24 0.00 0.00 0.00 100.24 104.29 4.0538 37 0.35 36 12 0.012 99.34 103.61 0.79 0.45 0.00 100.24 0.00 104.61 0.00 0.00 104.61 104.61 0.00 0.00 0.00 104.61 107.96 3.3539 38 0.22 52 12 0.012 103.61 110.45 0.79 0.28 0.00 104.61 0.00111.45 0.00 0.00 111.45 111.45 0.00 0.00 0.00 111.45 113.65 2.2040 39 0.17 63 12 0.012 110.55 122.95 0.79 0.22 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 0.13 35 12 0.012 122.95 126.64 0.79 0.16 0.00 123.95 0.00127.64 0.00 0.00 127.64 127.64 0.02 0.00 0.00 127.62 131.14 3.5242N Vault0.95 19 12 0.012 56.00 60.94 0.79 1.21 0.02 60.19 0.01 61.94 0.01 0.02 61.97 61.94 0.00 0.00 0.00 61.98 67.04 5.0643 42 0.86 22 12 0.012 61.09 62.89 0.79 1.10 0.02 61.98 0.01 63.89 0.01 0.02 63.92 63.89 0.01 0.01 0.01 63.92 67.64 3.7243B 43 0.23 27 12 0.012 63.14 66.24 0.79 0.29 0.00 63.92 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 0.59 50 12 0.012 63.14 66.80 0.79 0.75 0.01 63.92 0.01 67.80 0.00 0.01 67.81 67.80 0.00 0.00 0.00 67.81 69.60 1.79 BACKWATER CALCULATIONS PROJECT NAME: Canopy AsbuiltPREPARED BY: KEL PROJECT NUMBER: 18054DESIGN STORM: 25 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 0.70 43 8 0.012 74.12 77.56 0.35 2.00 0.06 74.79 0.12 78.23 0.03 0.06 78.32 78.23 0.06 0.06 0.00 78.32 80.86 2.5446 45 0.71 47 8 0.012 77.66 79.61 0.35 2.03 0.06 78.32 0.14 80.28 0.03 0.06 80.37 80.28 0.00 0.00 0.00 80.37 90.22 9.8547 Outfall 0.10 26 12 0.012 73.27 73.89 0.79 0.12 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