海泊河洪峰流量-水力参数

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1、（当时做《杭鞍快速路防洪影响分析》时的计算洪峰流量）表3-1海泊河设计河段洪峰流量桩号1+550.3191+776.75492+700位置昌乐河汇入口四方河汇入后小村庄汇入后流量（m3/s）458.5357.6303.0附表4拓宽后海泊河河道水力参数表桩号河底高程设计校核洪水位(m)流速(m/s)洪水位(m)流速(m/s)0+000-1.991.951.213.040.940+109.258-1.841.971.253.050.970+111.258-1.841.981.253.060.970+133.65

2、2-1.811.981.263.060.970+135.652-1.811.991.263.060.970+159.583-1.7721.273.070.980+161.583-1.7721.263.070.980+186.804-1.742.011.273.070.990+188.804-1.732.021.273.080.990+215.052-1.72.021.283.080.990+217.052-1.692.031.283.090.990+244.043-1.662.041.293.0910+24

3、6.043-1.652.041.293.110+273.5-1.622.051.33.11.010+275.5-1.612.061.33.11.010+303.285-1.572.061.313.111.010+305.285-1.572.071.313.111.010+333.274-1.532.081.323.111.020+335.274-1.532.081.323.121.020+363.249-1.492.091.333.121.030+365.249-1.492.11.333.131.030+3

4、93.248-1.452.111.343.131.030+395.248-1.452.111.343.131.030+423.247-1.412.121.353.141.040+425.247-1.412.131.353.141.040+453.246-1.372.141.363.151.050+455.246-1.372.141.363.151.050+483.245-1.332.151.373.151.060+485.245-1.322.161.373.161.060+513.244-1.292.171

5、.383.161.070+515.244-1.282.181.383.171.070+543.243-1.242.191.393.171.070+545.243-1.242.191.393.171.070+573.242-1.22.21.43.181.080+575.242-1.22.211.43.181.080+603.242-1.162.221.413.191.090+605.242-1.162.231.413.191.090+633.242-1.122.241.423.191.10+635.242-1

6、.122.241.423.21.10+663.242-1.082.251.433.21.110+665.242-1.082.261.433.211.110+693.242-1.042.271.443.211.110+695.242-1.032.281.443.221.110+723.242-12.291.453.231.120+725.242-0.992.31.453.231.120+753.242-0.952.311.463.241.130+755.242-0.952.321.463.241.130+78

7、3.242-0.912.331.473.251.140+785.242-0.912.341.473.251.140+813.242-0.872.351.483.261.150+815.242-0.872.361.483.271.150+843.242-0.832.371.493.271.160+845.242-0.832.381.493.281.160+873.242-0.792.391.53.281.170+875.242-0.792.41.53.291.160+903.242-0.752.411.513

8、.291.170+905.242-0.742.421.513.31.170+933.242-0.712.431.523.311.180+935.242-0.72.441.523.311.180+963.241-0.672.451.533.321.190+965.241-0.662.461.533.331.190+993.241-0.622.471.543.331.20+995.241-0.622.481.543.