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+115 10.000.0141.330.010.129 50.780.133 2.42011.8251830.264796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+115 10.000.0142.49 0.010.23756.210.2496.83012.7392960.248969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+115 10.000.0143.930.010.36460.360.39314.33.6418710.261258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+115 10.000.0148.48 0.010.725 67.700.848 48.95.7653650.420097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+115 10.000.014 10.51 0.010.868 69.771.05168.336.5016880.416453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+115 10.000.014 12.550.011.00371.471.25589.847.15824...