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HomeMy WebLinkAboutSW1191201_Calcs (Storm Sewer)_20200518STORM SEWER Ft OUTLET PROTECTION Hydraflow Storm Sewers Extension for Autodesk@ Civil 3D@ Plan Outfall 41 Outfall 43 42 44 35 18 21 20 Outfall 17 40 Outfall 39 11 19 16 1 12 23 24 9 15 22 8 34 7 36 6 14 33 37 Outfall 5 1 13 38 32 4 3 31 25 30 26 27 29 28 Project File: StormPH2.stm Number of lines: 45 Date: 1/28/2020 Storm Sewers v2019.20 Storm Sewer Summary Report Page 1 Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate Size shape length EL Dn EL Up Slope Down Up loss Junct Line Type (cfs) (in) (ft) (ft) (ft) M) (ft) (ft) (ft) (ft) No. 1 B1-C1 (1) 56.84 42 Cir 55.149 1197.00 1197.91 1.650 1205.01* 1205.19* 0.54 1205.72 End Manhole 2 B1-C1 44.06 36 Cir 119.735 1198.41 1200.38 1.645 1205.72* 1206.25* 0.59 1206.84 1 Manhole 3 132-131 39.88 30 Cir 65.695 1200.88 1202.14 1.918 1206.84* 1207.46* 0.51 1207.97 2 Grate 4 133-132 35.57 30 Cir 137.277 1206.62 1210.02 2.477 1207.97 1212.04 1.32 1212.04 3 Combination 5 134-133 35.40 30 Cir 98.074 1210.12 1211.11 1.009 1212.04 1213.13 1.57 1213.13 4 Combination 6 135-134 33.83 30 Cir 105.326 1211.21 1212.26 0.997 1213.13 1214.24 0.86 1214.24 5 Combination 7 136-135 32.43 30 Cir 84.283 1212.36 1213.22 1.020 1214.24 1215.16 n/a 1215.16 6 Combination 8 137-136 32.53 30 Cir 119.192 1213.32 1214.53 1.015 1215.16 1216.47 n/a 1216.47 7 Grate 9 138-137 31.10 30 Cir 123.666 1214.63 1215.86 0.995 1216.47 1217.76 n/a 1217.76 8 Grate 10 1314-138 2.17 15 Cir 84.964 1220.39 1221.24 1.000 1220.89 1221.83 0.21 1221.83 9 Grate 11 1315-1314 1.10 15 Cir 56.434 1221.44 1222.00 0.992 1221.83 1222.41 0.15 1222.41 10 Grate 12 1313-138 4.08 15 Cir 67.720 1220.98 1222.33 1.993 1221.57 1223.15 0.36 1223.15 9 Grate 13 A2-62 17.50 24 Cir 78.709 1202.89 1206.53 4.625 1205.72 1208.04 n/a 1208.04 j 1 Combination 14 A3-A2 15.02 18 Cir 200.862 1206.73 1209.79 1.523 1208.23* 1212.34* 1.63 1213.97 13 Combination 15 A4-A3 8.96 18 Cir 161.016 1209.89 1213.89 2.484 1213.97 1215.05 0.78 1215.83 14 Combination 16 A5-A4 3.53 15 Cir 165.314 1214.14 1217.46 2.008 1215.83 1218.22 n/a 1218.22 j 15 Combination 17 A6-A5 1.92 15 Cir 182.318 1217.66 1220.76 1.700 1218.22 1221.31 n/a 1221.31 j 16 Grate 18 A7-A6 1.37 15 Cir 37.003 1220.96 1221.59 1.703 1221.31 1222.05 0.17 1222.05 17 Grate 19 139-138 21.25 24 Cir 161.626 1216.36 1217.98 1.002 1217.90 1219.63 0.91 1219.63 9 Manhole 20 1316-139 5.55 18 Cir 218.522 1218.73 1220.04 0.600 1219.64 1220.95 0.38 1221.33 19 Manhole 21 B16A-B16 3.24 18 Cir 43.797 1220.24 1220.56 0.731 1221.33 1221.25 n/a 1221.25 20 Grate 22 A8-A3 5.43 15 Cir 138.707 1210.04 1214.18 2.984 1213.97 1215.12 n/a 1215.12 j 14 Combination 23 A9-A8 5.12 15 Cir 59.174 1214.38 1215.45 1.808 1215.12 1216.37 0.43 1216.37 22 Combination 24 A10-A9 3.98 15 Cir 69.290 1215.65 1216.90 1.804 1216.37 1217.71 n/a 1217.71 23 Combination Project File: StormPH2.stm Number of lines: 45 Run Date: 1/28/2020 NOTES: Return period = 10 Yrs. ; *Surcharged (HGL above crown). ; j - Line contains hyd. jump. Storm Sewers v2019.20 Storm Sewer Summary Report Page 2 Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate Size shape length EL Dn EL Up Slope Down Up loss Junct Line Type (cfs) (in) (ft) (ft) (ft) M (ft) (ft) (ft) (ft) No. 25 C2-B1 14.78 24 Cir 30.940 1201.38 1202.38 3.232 1206.84* 1206.97' 0.17 1207.14 2 Grate 26 C3-C2 14.68 24 Cir 64.033 1202.48 1203.60 1.749 1207.14* 1207.41* 0.17 1207.58 25 Combination 27 C4-C3 13.75 24 Cir 41.479 1204.10 1205.14 2.507 1207.58* 1207.74* 0.15 1207.88 26 Combination 28 C5-C4 12.65 24 Cir 49.694 1205.34 1206.53 2.395 1207.88 1207.81 0.81 1208.62 27 Grate 29 C6-05 12.48 24 Cir 102.922 1206.63 1209.16 2.458 1208.62 1210.43 nla 1210.43 j 28 Combination 30 C7-C6 12.00 18 Cir 73.750 1209.26 1211.10 2.495 1210.43 1212.41 n/a 1212.41 29 Combination 31 C8-C7 11.75 18 Cir 54.652 1211.20 1212.57 2.507 1212.41 1213.87 n/a 1213.87 30 Combination 32 C9-C8 9.67 18 Cir 125.915 1212.67 1215.19 2.001 1213.87 1216.39 n/a 1216.39 j 31 Combination 33 C10-C9 12.59 18 Cir 148.048 1215.29 1218.25 1.999 1216.39 1219.59 0.45 1219.59 32 Combination 34 C11-C10 12.15 18 Cir 249.163 1218.35 1221.34 1.200 1219.68 1222.83 0.74 1223.57 33 Grate 35 B16 17.10 24 Cir 172.495 1218.08 1219.80 0.997 1219.63 1221.29 n/a 1221.29 j 19 Grate 36 1312-134 0.69 15 Cir 97.111 1217.97 1219.89 1.977 1218.20 1220.21 nla 1220.21 5 Combination 37 C12-C9 0.15 15 Cir 86.000 1215.29 1217.26 2.291 1216.39 1217.41 n/a 1217.41 j 32 Grate 38 B11-B3 0.33 15 Cir 22.706 1211.17 1211.40 1.013 1212.04 1211.62 n/a 1211.62 4 Grate 39 D2-D1 4.43 15 Cir 134.551 1200.46 1210.18 7.224 1200.89 1211.03 0.34 1211.03 End Grate 40 D3-D2 0.48 15 Cir 244.058 1213.16 1219.43 2.569 1213.34 1219.70 n/a 1219.70 39 Grate 41 E2-El 4.74 15 Cir 86.454 1204.23 1209.62 6.235 1204.70 1210.50 n/a 1210.50 End Grate 42 E3-E2 0.66 15 Cir 225.333 1213.28 1218.62 2.370 1213.50 1218.94 n/a 1218.94 41 Grate 43 F2-F1 4.92 15 Cir 45.656 1215.00 1215.46 1.007 1215.81 1216.36 n/a 1216.36 End Grate 44 F3-F2 2.10 15 Cir 89.085 1215.56 1216.45 0.999 1216.36 1217.03 n/a 1217.03 j 43 Grate 45 G2-G1 3.31 15 Cir 78.428 1214.86 1215.59 0.931 1215.51 1216.32 n/a 1216.32 End Grate Project File: StormPH2.stm Number of lines: 45 Run Date: 1/28/2020 NOTES: Return period = 10 Yrs. ; *Surcharged (HGL above crown). ; j - Line contains hyd. jump. Storm Sewers v2019.20 Storm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (I) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) M (ft) (ft) (ft) (ft) (ft) (ft) 1 End 55.149 0.00 14.41 0.00 0.00 12.50 5.0 18.7 4.5 56.84 129.2 5.91 42 1.65 1197.00 1197.91 1205.01 1205.19 0.00 1208.71 B1-C1 (1) 2 1 119.735 0.00 11.10 0.00 0.00 9.62 5.0 18.5 4.6 44.06 85.55 6.23 36 1.65 1198.41 1200.38 1205.72 1206.25 1208.71 1210.37 131-C1 3 2 65.695 0.89 7.31 0.86 0.77 6.40 5.0 8.7 6.2 39.88 56.80 8.13 30 1.92 1200.88 1202.14 1206.84 1207.46 1210.37 1209.88 132-131 4 3 137.277 0.05 6.42 0.71 0.04 5.64 5.0 8.3 6.3 35.57 64.54 10.74 30 2.48 1206.62 1210.02 1207.97 1212.04 1209.88 1218.35 133-132 5 4 98.074 0.25 6.24 0.83 0.21 5.56 5.0 8.1 6.4 35.40 41.20 8.54 30 1.01 1210.12 1211.11 1212.04 1213.13 1218.35 1223.24 B4-B3 6 5 105.326 0.29 5.89 0.90 0.26 5.25 5.0 7.8 6.4 33.83 40.95 8.25 30 1.00 1211.21 1212.26 1213.13 1214.24 1223.24 1224.24 135-134 7 6 84.283 0.05 5.60 0.95 0.05 4.99 5.0 7.6 6.5 32.43 41.43 8.08 30 1.02 1212.36 1213.22 1214.24 1215.16 1224.24 1224.25 136-B5 8 7 119.192 0.51 5.55 0.55 0.28 4.95 5.0 7.3 6.6 32.53 41.32 8.19 30 1.02 1213.32 1214.53 1215.16 1216.47 1224.25 1224.00 137-136 9 8 123.666 0.69 5.04 0.95 0.66 4.67 5.0 6.9 6.7 31.10 40.90 7.90 30 0.99 1214.63 1215.86 1216.47 1217.76 1224.00 1225.75 138-137 10 9 84.964 0.17 0.33 0.95 0.16 0.31 5.0 6.0 6.9 2.17 6.46 4.29 15 1.00 1220.39 1221.24 1220.89 1221.83 1225.75 1226.00 B14-138 11 10 56.434 0.16 0.16 0.95 0.15 0.15 5.0 5.0 7.3 1.10 6.43 3.26 15 0.99 1221.44 1222.00 1221.83 1222.41 1226.00 1226.00 1315-1314 12 9 67.720 0.72 0.72 0.78 0.56 0.56 5.0 5.0 7.3 4.08 9.12 6.01 15 1.99 1220.98 1222.33 1221.57 1223.15 1225.75 1225.00 1313-68 13 1 78.709 0.52 3.31 0.85 0.44 2.87 5.0 9.3 6.1 17.50 48.64 6.23 24 4.62 1202.89 1206.53 1205.72 1208.04 1208.71 1208.95 A2-62 14 13 200.862 0.28 2.79 0.86 0.24 2.43 5.0 8.9 6.2 15.02 12.96 8.50 18 1.52 1206.73 1209.79 1208.23 1212.34 1208.95 1217.58 A3-A2 15 14 161.016 0.97 1.60 0.91 0.88 1.42 5.0 8.4 6.3 8.96 16.55 5.59 18 2.48 1209.89 1213.89 1213.97 1215.05 1217.58 1220.04 A4-A3 16 15 165.314 0.29 0.63 0.93 0.27 0.54 5.0 7.5 6.5 3.53 9.15 3.71 15 2.01 1214.14 1217.46 1215.83 1218.22 1220.04 1222.56 A5-A4 17 16 182.318 0.11 0.34 0.75 0.08 0.27 5.0 5.6 7.1 1.92 8.42 3.65 15 1.70 1217.66 1220.76 1218.22 1221.31 1222.56 1224.50 A6-A5 18 17 37.003 0.23 0.23 0.82 0.19 0.19 5.0 5.0 7.3 1.37 8.43 4.08 15 1.70 1220.96 1221.59 1221.31 1222.05 1224.50 1225.20 A7-A6 19 9 161.626 0.00 3.30 0.00 0.00 3.14 5.0 6.5 6.8 21.25 22.64 7.93 24 1.00 1216.36 1217.98 1217.90 1219.63 1225.75 1226.43 139-138 20 19 218.522 0.35 0.82 0.95 0.33 0.78 5.0 5.4 7.1 5.55 8.13 4.95 18 0.60 1218.73 1220.04 1219.64 1220.95 1226.43 1226.66 1316-139 21 20 43.797 0.47 0.47 0.95 0.45 0.45 5.0 5.0 7.3 3.24 8.98 3.24 18 0.73 1220.24 1220.56 1221.33 1221.25 1226.66 1225.05 B16A-B16 22 14 138.707 0.06 0.91 0.85 0.05 0.77 5.0 5.6 7.1 5.43 11.15 4.94 15 2.98 1210.04 1214.18 1213.97 1215.12 1217.58 1222.85 A8-A3 Project File: StormPH2.stm Number of lines: 45 Run Date: 1/28/2020 NOTES:Intensity = 71.97 / (Inlet time + 12.40) ^ 0.80; Return period =Yrs. 10 c = cir e = ellip b = box Storm Sewers v2019.20 Storm Sewer Tabulation Page 2 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (I) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) M (ft) (ft) (ft) (ft) (ft) (ft) 23 22 59.174 0.19 0.85 0.89 0.17 0.72 5.0 5.4 7.1 5.12 8.68 6.02 15 1.81 1214.38 1215.45 1215.12 1216.37 1222.85 1224.33 A9-A8 24 23 69.290 0.66 0.66 0.83 0.55 0.55 5.0 5.0 7.3 3.98 8.67 5.11 15 1.80 1215.65 1216.90 1216.37 1217.71 1224.33 1225.80 A10-A9 25 2 30.940 0.10 3.79 0.35 0.04 3.22 5.0 18.4 4.6 14.78 40.66 4.70 24 3.23 1201.38 1202.38 1206.84 1206.97 1210.37 1209.50 C2-61 26 25 64.033 0.25 3.69 0.85 0.21 3.19 5.0 18.2 4.6 14.68 29.91 4.67 24 1.75 1202.48 1203.60 1207.14 1207.41 1209.50 1211.01 C3-C2 27 26 41.479 0.32 3.44 0.78 0.25 2.97 5.0 18.1 4.6 13.75 35.81 4.38 24 2.51 1204.10 1205.14 1207.58 1207.74 1211.01 1211.94 C4-C3 28 27 49.694 0.17 3.12 0.35 0.06 2.72 5.0 18.0 4.6 12.65 35.00 4.98 24 2.39 1205.34 1206.53 1207.88 1207.81 1211.94 1211.50 C5-C4 29 28 102.922 0.13 2.95 0.86 0.11 2.66 5.0 17.6 4.7 12.48 35.46 4.95 24 2.46 1206.63 1209.16 1208.62 1210.43 1211.50 1215.80 C6-05 30 29 73.750 0.08 2.82 0.73 0.06 2.55 5.0 17.5 4.7 12.00 16.59 7.72 18 2.49 1209.26 1211.10 1210.43 1212.41 1215.80 1218.33 C7-C6 31 30 54.652 0.52 2.74 0.88 0.46 2.49 5.0 17.4 4.7 11.75 16.63 7.44 18 2.51 1211.20 1212.57 1212.41 1213.87 1218.33 1219.26 C8-C7 32 31 125.915 0.26 2.22 0.90 0.23 2.04 5.0 17.1 4.7 9.67 14.86 6.37 18 2.00 1212.67 1215.19 1213.87 1216.39 1219.26 1221.66 C9-C8 33 32 148.048 0.12 1.92 0.90 0.11 1.78 5.0 5.6 7.1 12.59 14.85 8.32 18 2.00 1215.29 1218.25 1216.39 1219.59 1221.66 1224.47 C10-C9 34 33 249.163 1.80 1.80 0.93 1.67 1.67 5.0 5.0 7.3 12.15 11.50 7.12 18 1.20 1218.35 1221.34 1219.68 1222.83 1224.47 1225.20 C11-C10 35 19 172.495 2.48 2.48 0.95 2.36 2.36 5.0 5.0 7.3 17.10 22.59 6.68 24 1.00 1218.08 1219.80 1219.63 1221.29 1226.43 1224.00 B16 36 5 97.111 0.10 0.10 0.95 0.10 0.10 5.0 5.0 7.3 0.69 9.08 3.54 15 1.98 1217.97 1219.89 1218.20 1220.21 1223.24 1224.21 1312-134 37 32 86.000 0.04 0.04 0.50 0.02 0.02 5.0 5.0 7.3 0.15 9.77 0.96 15 2.29 1215.29 1217.26 1216.39 1217.41 1221.66 1221.50 C12-C9 38 4 22.706 0.13 0.13 0.35 0.05 0.05 5.0 5.0 7.3 0.33 6.50 1.30 15 1.01 1211.17 1211.40 1212.04 1211.62 1218.35 1217.50 1311-133 39 End 134.551 1.91 2.10 0.43 0.82 0.89 5.0 15.3 5.0 4.43 17.36 8.39 15 7.22 1200.46 1210.18 1200.89 1211.03 1201.90 1220.25 D2-D1 40 39 244.058 0.19 0.19 0.35 0.07 0.07 5.0 5.0 7.3 0.48 10.35 3.39 15 2.57 1213.16 1219.43 1213.34 1219.70 1220.25 1226.00 D3-D2 41 End 86.454 1.78 2.04 0.43 0.77 0.86 5.0 12.0 5.5 4.74 16.12 8.18 15 6.23 1204.23 1209.62 1204.70 1210.50 1205.67 1221.00 E2-El 42 41 225.333 0.26 0.26 0.35 0.09 0.09 5.0 5.0 7.3 0.66 9.94 3.64 15 2.37 1213.28 1218.62 1213.50 1218.94 1221.00 1226.00 E3-E2 43 End 45.656 0.67 1.05 0.62 0.42 0.70 5.0 5.9 7.0 4.92 6.48 5.51 15 1.01 1215.00 1215.46 1215.81 1216.36 1216.44 1218.33 F2-F1 44 43 89.085 0.38 0.38 0.76 0.29 0.29 5.0 5.0 7.3 2.10 6.45 3.16 15 1.00 1215.56 1216.45 1216.36 1217.03 1218.33 1218.25 F3-F2 Project File: StormPH2.stm Number of lines: 45 Run Date: 1/28/2020 NOTES:Intensity = 71.97 / (Inlet time + 12.40) ^ 0.80; Return period =Yrs. 10 c = cir e = ellip b = box Storm Sewers v2019.20 Storm Sewer Tabulation Page 3 Station Len (ft) Drng Area Rnoff coeff (C) Area x C Tc Rain (I) (in/hr) Total flow (cfs) Cap full (cfs) Vel (ft/s) Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID Line To Line Incr (ac) Total (ac) Incr Total Inlet (min) Syst (min) Size (in) Slope M Dn (ft) Up (ft) Dn (ft) Up (ft) Dn (ft) Up (ft) 45 End 78.428 0.99 0.99 0.46 0.46 0.46 5.0 5.0 7.3 3.31 6.23 4.78 15 0.93 1214.86 1215.59 1215.51 1216.32 1216.29 1217.50 G2-G1 Project File: StormPH2.stm Number of lines: 45 Run Date: 1/28/2020 NOTES:Intensity = 71.97 / (Inlet time + 12.40) ^ 0.80; Return period =Yrs. 10 ; c = cir e = ellip b = box Storm Sewers v2019.20