闸后消力池长度和深度表轴心至底板的距离C闸门开启度e弧形闸门的半径Rcosαα闸前水位H流量系数μ闸孔宽度b通过闸孔的流量Q单宽流量q水流动能校正系数αg流速系数φ假定的收缩水深hc计算的收缩水深hc跃后水深hc"下游水深hs'出池落差ΔZ水跃淹没系数δ0消力池深度d水跃长度Lj消力池斜坡段投影长度Ls消力池长度Lsj4.150.26.50.60852.587.70.72558.9071.7811.039.80.950.1570.1571.9840.880.1961.11.10612.6071525.0864.150.46.50.57754.777.70.707517.3773.4751.039.80.950.3080.3082.7211.110.4851.11.39816.6521528.3214.150.66.50.54656.907.70.690525.4405.0881.039.80.950.4550.4563.2381.280.7901.11.49219.2051530.3644.150.86.50.51558.987.70.674533.1206.6241.039.80.950.60.6003.6321.361.2071.11.42920.9221531.7384.1516.50.48561.017.70.658540.4408.0881.039.80.950.740.7403.9571.431.6431.11.27922.1941532.7554.151.26.50.45463.017.70.643547.4239.4851.039.80.950.8760.8764.2291.492.0951.11.06723.1331533.5074.151.46.50.42364.977.70.629554.08810.8181.039.80.951.011.0094.4561.552.5261.10.82523.7761534.0214.151.66.50.39266.907.70.615560.45512.0911.039.80.951.141.1394.6531.612.9291.10.57924.2411534.3934.151.86.50.36268.817.70.602566.54313.3091.039.80.951.2661.2664.8271.653.3891.10.27124.5691534.6554.1526.50.33170.687.70.589572.36914.4741.039.80.951.391.3904.9761.693.8261.1-0.04224.7451534.7964.152.26.50.30072.547.70.577577.94915.5901.039.80.951.511.5125.1101.734.2391.1-0.34824.8431534.8754.152.46.50.26974.387.70.565583.30216.6601.039.80.951.6321.6325.2191.764.6821.1-0.70224.7481534.7984.152.66.50.23876.207.70.554588.44117.6881.039.80.951.751.7505.3171.85.0411.1-0.99224.6161534.6934.152.86.50.20878.017.70.543593.38418.6771.039.80.951.8661.8665.4051.835.4371.1-1.32224.4161534.5334.1536.50.17779.817.70.533598.14519.6291.039.80.951.981.9805.4821.865.8111.1-1.64124.1631534.3304.153.26.50.14681.607.70.5235102.73920.5481.039.80.952.12.0955.5351.896.1581.1-1.96023.7031533.9624.153.46.50.11583.377.70.5135107.18121.4361.039.80.952.212.2085.5981.926.4881.1-2.25023.3761533.7004.153.66.50.08585.157.70.5045111.48522.2971.039.80.952.322.3205.6511.946.8741.1-2.59722.9841533.3874.153.86.50.05486.917.70.4965115.66623.1331.039.80.952.432.4325.6961.977.1631.1-2.86622.539