瞬时单位线计算过程

已知 FLJ（‰）10.125.995 9.76河（新店子河）李庙沙坪村出口断面设计面雨量H140.6H663.5H24100.7cv0.45cv0.63cv0.63查kpP1%P2%P5%P10%P20%1h2.522.251.881.61.313h6h3.3342.872 2.266 1.811.3624h3.3342.872 2.266 1.811.36南漳清凉河（新店子河）李庙沙坪村出口断面设计暴雨成果1.00%2.00% 5%10.00% 20%1h102.391.476.365.053.26h211.7182.4143.9 114.9 86.424h335.7289.2228.2182.3 137.0 已知J=9.76属山丘区F/L^20.28属一般形状 序号参数1.00%2.00% 5%10.00% 20%1L5.995 5.9955.9955.9955.995 2J（‰）9.769.769.769.769.763F10.1210.12 10.12 10.12 10.124H1面102.391.476.365.053.25H6面211.7182.4143.9 114.9 86.46H24面335.7289.2228.2182.3 137.07H3面159.8139.6112.692.2 71.6 8H3-H157.548.2 36.327.2 18.49H6-H351.942.8 31.322.8 14.810β 10.4830.5010.5300.5650.61611β 20.6310.6310.6310.6310.631参数1%2%5%10%12n10.594 0.614 0.646 0.6820.730fc2.01.91.61.413n20.6680.668 0.668 0.668 0.668Q00.4810.4300.3590.30114θ20.7320.7320.7320.7320.73β0.0700.0700.0700.07015M12.950 2.9502.9502.9502.950tc666616n1.4881.4881.4881.4881.488△t0.50.50.50.517R24313.2266.7 205.7159.8114.5D5.55.56618fc2.01.91.61.41.1T11.011.011.511.519tR山1.21.21.21.21.2Qg1.951.771.481.2720tR丘1.71.71.71.71.721tR1.41.41.41.41.422Htr108.996.980.668.255.423ip76.968.556.948.2 39.224θ j1.21.21.21.21.225λ 10.640.640.640.640.6426λ 20.300.300.300.300.3027m1i0.930.961.011.061.1328n1.51.51.51.51.529k0.60.60.70.70.830a5.65.65.65.65.6时段123456789101112占一小时%3862占（H3-H1）%21.735.526.616.2占（H6-H3）%161718201514123456789101112P1%8.38.89.310.412.520.4 38.963.415.39.37.87.3P2%6.87.37.78.610.517.134.756.712.87.86.46.0P5%5.05.35.76.37.912.929.0 47.39.65.94.74.4P10%3.63.94.14.55.99.724.7 40.37.24.43.43.2P20%2.42.52.73.04.06.520.2 33.04.93.02.22.1123456789101112p1%8.38.89.310.412.520.4 38.963.415.39.37.87.3净雨6.36.87.38.410.518.436.961.413.37.35.85.3p2%6.87.37.78.610.517.134.756.712.87.86.46.0净雨4.95.45.86.78.615.232.854.8 10.95.94.54.1p5%5.05.35.76.37.912.929.0 47.39.65.94.74.4净雨3.43.74.14.76.311.327.4 45.7...