雨水水力计算表

设计管段编号管长(m)汇水面积F(m²)管内雨水流行时间单位面积径流量q。(L/(s·hm²)设计流量Q（L/s）管道直径D(mm)水力坡度I(‰)流速V(m/s)管道输水能力Q(L/s)坡度I·L(m)设计地面标高(m)设计管内底标高(m)埋深(m)实际坡度(m)∑t=L/VT=L/v起点终点起点终点起点终点1—224.0041320.470.57128.03160.013003.00.81200.04206.00205.93205.20205.130.80.8192-324.0032550.711.19164.0273.813003.00.8800.11205.93205.86205.13205.060.80.80.293-424.0034905.671.88158.88165.243003.01.01700.10205.86205.79205.06204.990.80.81.714-522.4539031.041.03153.34269.883003.01.12700.18205.79205.70204.99204.900.80.82.825-624.0042092.071.17144.59336.923004.01.03500.15205.70205.61204.90204.81.80.82.796-724.0046833.241.39136.23366.473004.01.13700.22205.61205.52204.81204.720.80.82.557-824.0028344.631.41128.03224.943004.01.35300.35205.52205.43204.72204.630.80.950.28-922.4332556.040.33120.99378.323003.01.45800.10205.43205.63204.63204.700.950.950.249-1022.43349000.71164.0262.333003.00.75700.09205.63205.57204.70204.770.80.80.4510-(11)22.4339030.711.19156.6295.543003.00.81000.14205.57205.64204.77204.840.80.81.738-1122.4356941.901.07145.88128.033004.00.851200.15205.43204.85204.63204.050.80.82.5511-1222.4368642.970.88137.94160.013004.01.01700.16204.85204.92204.05204.120.80.81.1912-1322.4319733.851.82132.40283.333003.01.12900.34204.92204.99204.12204.190.80.84.2113-1422.4346835.671.88122.40297.843003.01.24000.39204.99205.06204.19204.260.80.84.2114-1522.4028347.550.82114.67248.123003.01.25500.17205.06205.13204.26204.330.80.80.2915-1622.4033578.470.36111.19204.873003.01.356500.09205.13205.20204.33204.400.80.880.0111-1721.71349001.24164.02463.974003.00.75700.14204.85204.76204.05203.960.80.780.8817-1814.9438701.242.63151.58454.614004.00.91600.34204.76204.68203.96203.880.780.782.5518-1915.2931273.871.20132.40535.674004.01.12500.25204.68204.62203.88203.820.780.780.5719-2022.4260625.070.61125.59203.933003.01.83100.20204.62204.69203.82203.890.780.780.3620-2122.4247835.681.24122.79296.613003.01.24000.25204.69204.76203.89203.960.780.784.4121-2224.0038766.920.76119.89210.123003.01.24200.14204.76203.83203.96203.030.780.782.6919-2324.0047497.680.78114.08606.125004.01.24100.16204.62204.53203.82203.730.780.783.9423-2420.3445488.461.00111.19641.425003.01.134500.16204.53204.40203.73203.620.780.781.1524-2524.0056949.460.94107.74247.123003.01.144500.15204.40203.67203.62203.690.780.782.51雨水水力计算表(附表1)设计管段编号管长(m)汇水面积F(hm²)管内雨水流行时间单位面积径流量q。(L/(s·hm²)设计流量Q（L/s）管道直径D(mm)水力坡度I(‰)流速V(m/s)管道输水能力Q(L/s)坡度I·L(m)设计地面标高(m)设计管内底标高(m)埋深(m)实际坡度(m)∑t=L/VT=L/v起点终点起点终点起点终点25-2624.0068645.671.88122.40163.243003.01.124200.15204.67204.56203.69203.760.80.81926-2724.00502800.47164.02173.853003.00.8800.11204.56204.63203.76203.830.80.80.2928-2924.0040020.470.57158.88162.403003.01.01700.10205.80205.73205.00204.930.80.81.71204.8624.0344711.041.03153.34169.883003.01.12700.18205.73205.66204.93204.860.80.82.8231-3224.0645482.071.17144.59136.923003.01.03500.15205.66205.59204.86204.79.80.82.7932-3321.4741103.241.39136.23166.473003.01.13700.22205.59205.52204.79204.720.80.82.5533-3424.0056014.631.41128.03124.943004.01.35300.35205.52205.45204.72204.650.80.950.234-3524.0031276.040.33120.99178.323004.01.45800.10205.45205.38204.65204.580.950.950.2435-3611.13606200.71164.02162.333004.00.75700.09205.38205.31204.58204.510.80.80.4536-3721.4747830.711.19156.62195.683003.00.81000.14205.31205.10204.51204.300.80.81.7337-3821.4738761.901.07145.88116.703003.00.851200.15205.10205.17204.30204.370.80.82.5538-3921.4747502.970.88137.94160.013003.01.01700.16205.17205.24204.37204.440.80.81.1939-4021.4745483.851.82132.40183.333003.01.12900.34205.24205.31204.44204.510.80.84.2140-4121.4746835.671.88122.40197.843003.01.24000.39205.31205.38204.51204.580.80.84.2141-4221.4728347.550.82114.67148.123003.01.25500.17205.38205.45204.58204.650.80.80.2936-4324.0032558.470.36111.19404.874004.01.356500.09205.45205.52204.65204.720.80.880.0143-4424.25349001.24164.02463.974003.00.75700.14205.10204.90204.30204.100.80.780.8844-4511.3139031.242.63151.58154.613003.00.91600.34204.90204.05204.10203.250.780.782.5545-4621.4756943.871.20132.40135.673003.01.12500.25204.05204.09203.25203.290.780.780.5746-4721.4768645.070.61125.59103.933003.01.83100.20204.09204.15203.29203.350.780.780.3647-4821.4719735.681.24122.79196.613003.01.24000.25204.15204.22203.35203.420.780.784.4148-4921.4746836.920.76119.89110.123003.01.24200.14204.22204.29203.42203.490.780.782.6949-5017.8928347.680.78114.08106.123003.01.24100.16204.29204.36203.49203.560.780.783.9450-5114.3160628.461.00111.19141.423003.01.134500.16204.36204.43203.56203.630.780.781.1543-5222.9547839.460.94107.74347.124004.01.144500.15203.43204.50203.63203.700.780.782.51雨水水力计算表(附表1)续雨水水力计算表(附表1)续设计管段编号管长(m)汇水面积F(hm²)管内雨水流行时间单位面积径流量q。(L/(s·hm²)设计流量Q（L/s）管道直径D(mm)水力坡度I(‰)流速V(m/s)管道输水能力Q(L/s)坡度I·L(m)设计地面标高(m)设计管内底标高(m)埋深(m)实际坡度(m)∑t=L/VT=L/v起点终点起点终点起点终点52-5324.003876456535.695004.01.0900.11204.90204.03204.10203.230.80.81953-5414.43475000.47164.02525.685004.00.8800.11204.03203.96203.23203.160.80.80.2954-5524.0031270.470.57158.88165.243003.01.01700.10203.96203.67203.16202.870.80.81.7155-5624.0060621.041.03153.34169.883003.01.12700.18203.67203.75202.87202.950.80.82.8256-5724.0044712.071.17144.59136.923003.01.03500.15203.75203.82202.95203.02.80.82.7957-5822.4038763.241.39136.23166.473003.01.13700.22203.82203.89203.02203.090.80.82.5558-5922.4044704.631.41128.03124.943003.01.35300.35203.89203.96203.09203.160.80.950.259-6022.4050946.040.33120.99178.323003.01.45800.10203.96204.03203.16203.230.950.950.2454-6122.40644300.71164.02563.335004.00.75700.09204.03204.10203.2320