雨水管道水力计算表： 管道编号管长汇水面积（ha）管道内雨水流行时间 min单位面积径流量 qo设计流量（L/s）管径（mm）坡度‰流速（m/s）管道输水能力Q’坡降设计地面标高管内地标高埋深起点终点起点终点起点终点tt21234567891011121314151617181—2600.2901.3108.4731.530030.75530.1842.642.4840.18402.422.482—5420.241.3196.623.230030.75530.1342.4842.364039.872.482.525—640.50.332.3189.7729.630030.75530.1242.3642.2339.8739.752.522.486—1034.50.953.30.884.1979.984002.20.7897.640.0842.2342.0139.7539.672.482.3410—1190.454.10.280.4364002.20.7897.640.0242.0142.0139.6739.652.342.3611—149-----4.30.280.4364002.20.7897.640.0242.0141.9639.6539.732.362.2314—16270.194.50.678.71530030.75530.0841.9641.7639.7339.652.232.1116—1790.095.10.276.36.930030.75530.0341.7641.7639.6539.622.112.1417—21330.525.30.875.5739.330030.75530.141.7641.6639.6239.522.142.1421—2237.50.086.10.972.8630030.75530.1141.6641.4639.5239.412.142.0522—24150.1670.47011.230030.75530.0541.4641.4639.4139.362.052.124—2519.50.097.40.568.886.230030.75530.0641.4641.1039.3639.32.11.825—2630-----7.90.767.536.230030.75530.141.1041.1039.339.21.81.9
