赣榆县城市防洪排涝规划2007大纲 - 图文

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朱稽付河截流后水位线成果表

表4.14 单位:m 河道名称 河道2 河道3 河道4 河道5 河道6 河道7 节点 J B M A N C K C O D P E T 河道8 S R F 河道9 河道10 河道11 河道1 Q R S G L G H 工 况 降雨频率1/20,潮位频率1/20 降雨频率1/20,潮位频率1/50 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.6 2.6 2.6 2.5 2.5 2.6 2.6 2.6 2.6 2.5 2.4 2.4 2.4 2.4 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.6 2.6 2.5 2.5 2.6 2.6 2.6 2.6 2.5 2.4 2.4 2.4 2.4

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朱稽付河截流前h点流量过程线

[m^3/s]Time Series Discharge680.0660.0640.0620.0600.0580.0560.0540.0520.0500.0480.0460.0440.0420.0400.0380.0360.0340.0320.0300.0280.0260.0240.0220.0200.0180.0160.0140.0120.0100.080.060.040.020.0 0.0-20.009:00:0012:00:0015:00:0018:00:0021:00:0000:00:0003:00:0006:00:0009:00:0012:00:0015:00:0018:00:0021:00:0000:00:0003:00:0006:00:001-1-20072-1-20073-1-2007朱稽付河截流后h点流量过程线

[m^3/s]Time Series Discharge180.0170.0160.0150.0140.0130.0120.0110.0100.090.080.070.060.050.040.030.020.010.0 0.0-10.0-20.009:00:0012:00:0015:00:0018:00:0021:00:0000:00:0003:00:0006:00:0009:00:0012:00:0015:00:0018:00:0021:00:0000:00:0003:00:0006:00:001-1-20072-1-20073-1-200744

Discharge河道1 8134.40Discharge河道1 8134.40