水库水文计算

45θ3.703.703.70m0.2750.2750.275Qm(m3/s)11.198.016.97τ(h)1.952.122.20W(104m3)20.8213.7711.51F(km2)0.830.830.83L(km)1.391.391.39J(‰)61.0061.0061.00洪峰流量及汇流时间试算表P(%)0.5510Rt/t(t=3h)39.0428.8525.75Qm19.016.665.94τ12.062.222.29Rt/t(时段净雨表)48.50034.70030.200τ21.952.122.20Qm211.198.016.97水库设计暴雨参数及洪水成果表P=(%)0.5510项目KP2.631.821.56H24均(mm)105105105H24面(mm)275.87190.91163.64H1(mm)102.7577.2169.50H3(mm)156.16115.42102.99H6(mm)203.36148.75132.00H12(mm)236.86168.52146.97CV0.420.420.42α0.9990.9990.999n20.6190.6340.642n30.7800.820.845θ3.703.703.70m0.2750.2750.275Qm(m3/s)11.198.016.97τ(h)1.952.122.20W(104m3)20.8213.7711.51F(km2)0.830.830.83L(km)1.391.391.39J(‰)61.0061.0061.00洪峰流量及汇流时间试算表P(%)0.5510Rt/t(t=3h)39.0428.8525.75Qm19.016.665.94τ12.062.222.29Rt/t(时段净雨表)48.50034.70030.200τ21.952.122.20Qm211.198.016.97