孔数(个)1单宽b(m)10上游流速水头V0(m)0不计行进流速的堰上水头H(m)2计入行进流速的堰上水头H0(m)2流量系数m0.385闸墩侧限收缩系数ε中墩形状系数ζ0边墩形状系数ζk侧限收缩系数淹没系数流量(m3/s)孔数(个)1单宽b(m)10上游流速水头V0(m)0.00不计行进流速的堰上水头H(m)0.50计入行进流速的堰上水头H0(m)0.50流量系数m0.39流量(m3/s)2.42试算上游流速V0(m)0.12桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.0141.330.010.12950.780.1332.42011.8251830.264796孔数(个)1单宽b(m)10上游流速水头V0(m)0.00不计行进流速的堰上水头H(m)1.00计入行进流速的堰上水头H0(m)1.00流量系数m0.39流量(m3/s)6.83试算上游流速V0(m)0.17桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.0142.490.010.23756.210.2496.83012.7392960.248969孔数(个)1单宽b(m)10上游流速水头V0(m)0.00不计行进流速的堰上水头H(m)1.50计入行进流速的堰上水头H0(m)1.50流量系数m0.39流量(m3/s)14.13试算上游流速V0(m)0.24桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.0143.930.010.36460.360.39314.33.6418710.261258孔数(个)1单宽b(m)10上游流速水头V0(m)0.02不计行进流速的堰上水头H(m)2.00计入行进流速的堰上水头H0(m)2.02流量系数m0.39流量(m3/s)48.90试算上游流速V0(m)0.61桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.0148.480.010.72567.700.84848.95.7653650.420097孔数(个)1单宽b(m)10上游流速水头V0(m)0.02不计行进流速的堰上水头H(m)2.50计入行进流速的堰上水头H0(m)2.52流量系数m0.39流量(m3/s)68.33试算上游流速水头V0(m)0.68桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01410.510.010.86869.771.05168.336.5016880.416453孔数(个)1单宽b(m)10上游流速水头V0(m)0.03不计行进流速的堰上水头H(m)3.00计入行进流速的堰上水头H0(m)3.03流量系数m0.39流量(m3/s)89.84试算上游流速水头V0(m)0.75桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01412.550.011.00371.471.25589.847.1582460.414388孔数(个)1单宽b(m)10上游流速水头V0(m)0.03不计行进流速的堰上水头H(m)3.50计入行进流速的堰上水头H0(m)3.53流量系数m0.39流量(m3/s)113.21试算上游流速水头V0(m)0.81桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01414.610.011.13072.901.461113.217.750990.41336孔数(个)1单宽b(m)10上游流速水头V0(m)0.04不计行进流速的堰上水头H(m)4.00计入行进流速的堰上水头H0(m)4.04流量系数m0.39流量(m3/s)138.29试算上游流速水头V0(m)0.86桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01416.680.011.25174.141.668138.298.2915060.413067孔数(个)1单宽b(m)10上游流速水头V0(m)0.04不计行进流速的堰上水头H(m)4.50计入行进流速的堰上水头H0(m)4.54流量系数m0.39流量(m3/s)165.06试算上游流速水头V0(m)0.92桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01418.780.011.36575.231.878165.068.7899750.413327孔数(个)1单宽b(m)10上游流速水头V0(m)0.05不计行进流速的堰上水头H(m)5.00计入行进流速的堰上水头H0(m)5.05流量系数m0.39流量(m3/s)193.32试算上游流速水头V0(m)0.97桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01420.900.011.47476.202.090193.329.2505550.413989孔数(个)1单宽b(m)10上游流速水头V0(m)0.05不计行进流速的堰上水头H(m)5.50计入行进流速的堰上水头H0(m)5.55流量系数m0.39流量(m3/s)222.98试算上游流速V0(m)1.01桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01423.040.011.57777.062.304222.989.6782010.414971孔数(个)1单宽b(m)10上游流速水头V0(m)0.06不计行进流速的堰上水头H(m)6.00计入行进流速的堰上水头H0(m)6.06流量系数m0.39流量(m3/s)254.10试算上游流速水头V0(m)1.06桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01425.210.011.67677.852.521254.110.078560.416222孔数(个)1单宽b(m)10上游流速水头V0(m)0.06不计行进流速的堰上水头H(m)6.50计入行进流速的堰上水头H0(m)6.56流量系数m0.39流量(m3/s)286.49试算上游流速水头V0(m)1.10桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01427.410.011.77078.562.741286.4910.453030.417685孔数(个)1单宽b(m)10上游流速水头V0(m)0.07不计行进流速的堰上水头H(m)7.00计入行进流速的堰上水头H0(m)7.07流量系数m0.39流量(m3/s)320.17试算上游流速V0(m)1.14桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01429.670.011.86279.232.967320.710.81040.419821孔数(个)1单宽b(m)10上游流速水头V0(m)0.07不计行进流速的堰上水头H(m)7.50计入行进流速的堰上水头H0(m)7.57流量系数m0.39流量(m3/s)355.08试算上游流速V0(m)1.18桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01431.880.011.94779.823.188355.0811.136880.421121孔数(个)1单宽b(m)10上游流速水头V0(m)0.08不计行进流速的堰上水头H(m)8.00计入行进流速的堰上水头H0(m)8.08流量系数m0.39流量(m3/s)391.18试算上游流速V0(m)1.22桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01434.160.012.03080.373.416391.1811.450170.423031孔数(个)1单宽b(m)10上游流速水头V0(m)0.08不计行进流速的堰上水头H(m)8.50计入行进流速的堰上水头H0(m)8.58流量系数m0.39流量(m3/s)428.45试算上游流速V0(m)1.26桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01436.470.012.10980.893.647428.4511.746730.425055孔数(个)1单宽b(m)10上游流速水头V0(m)0.09不计行进流速的堰上水头H(m)9.00计入行进流速的堰上水头H0(m)9.09流量系数m0.39流量(m3/s)466.84试算上游流速V0(m)1.30桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01438.810.012.18581.373.881466.8412.027830.427167孔数(个)1单宽b(m)10上游流速水头V0(m)0.09不计行进流速的堰上水头H(m)9.50计入行进流速的堰上水头H0(m)9.59流量系数m0.39流量(m3/s)506.21试算上游流速V0(m)1.33桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01441.180.012.25881.814.118506.2112.293970.429347孔数(个)1单宽b(m)10上游流速水头V0(m)0.09不计行进流速的堰上水头H(m)10.00计入行进流速的堰上水头H0(m)10.09流量系数m0.39流量(m3/s)546.65试算上游流速V0(m)1.37桩号底宽(b)边坡(m)糙率(n)面积(s)比降(i)水力半径(R)谢才系数(C)水深(h)流量(Q)流速vhs/H028+908-29+11510.000.01443.570.012.32882.234.357546.6512.547130.431604上游水深m流量(m3/s)上游水位m0.000.00105.00105105.000.502.42105.50105105.501.006.83106.00105106.001.5014.13106.50105106.502.0048.90107.00105107.002.5068.33107.50105107.503.0089.84108.00105108.003.50113.21108.50105108.504.001