雨水水力计算表(附表 1)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—224.0041320.470.57128.03160.013003.00.81200.04206.00205.93205.20205.130.80.8192-324.0032550.711.19164.0273.813003.00.8800.11205.93205.86205.13205.060.80.80.293-424.0034905.671.88158.88165.24300 3.01.01700.10205.86205.79205.06204.990.80.81.714-522.4539031.041.03153.34269.883003.01.12700.18205.79205.70204.99204.900.80.82.825-624.0042092.071.17144.59336.923004.01.03500.15205.70205.61204.90204.81.80.82.796-724.0046833.241.39136.23366.47300 4.01.13700.22205.61205.52204.81204.720.80.82.557-824.0028344.631.41128.03224.943004.01.35300.35205.52205.43204.72204.630.80.950.28-922.4332556.040.33120.99378.323003.01.45800.10205.43205.63204.63204.700.950.950.249-1022.43349000.71164.0262.33300 3.00.75700.09205.63205.57204.70204.770.80.80.4510-(11)22.4339030.711.19156.6295.543003.00.81000.14205.57205.64204.77204.840.80.81.738-1122.4356941.901.07145.88128.033004.00.851200.15205.43204.85204.63204.050.80.82.5511-1222.4368642.970.88137.94160.013004.01.01700.16204.85204.92204.05204.120.80.81.1912-1322.4319733.851.82132.40283.33300 3.01.12900.34204.92204.99204.12204.190.80.84.2113-1422.4346835.671.88122.40297.843003.01.24000.39204.99205.06204.19204.260.80.84.2114-1522.4028347.550.82114.67248.123003.01.25500.17205.06205.13204.26204.330.80.80.2915-1622.4033578.470.36111.19204.87300 3.01.356500.09205.13205.20204.33204.400.80.880.0111-1721.71349001.24164.02463.974003.00.75700.14204.85204.76204.05203.960.80.780.8817-1814.9438701.242.63151.58454.614004.00.91600.34204.76204.68203.96203.880.780.782.5518-1915.2931273.871.20132.40535.67400 4.01.12500.25204.68204.62203.88203.820.780.780.5719-2022.4260625.070.61125.59203.933003.01.83100.20204.62204.69203.82203.890.780.780.3620-2122.4247835.681.24122.79296.613003.01.2...
