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太湖流域小圩区设计排涝模数计算

Calculation for the Designed Flood Drainage Modulus in Small Low-lying Region of Taihu Lake Basin

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【作者】 周建康; 朱春龙; 罗国平;

【Author】 ZHOU Jian-kang~(1,2),ZHU Chun-Long~(1,2),LUO Guo-ping~1(1.College of hydraulic Science and Engineering,Yangzhou University,Yangzhou 225009,China;2.College of Water Resources and Environment,Hohai University,Nanjing 210098,China)

【机构】 扬州大学水利科学与工程学院; 扬州大学水利科学与工程学院 江苏扬州225009河海大学水资源环境学院江苏南京210098; 江苏扬州225009河海大学水资源环境学院江苏南京210098; 江苏扬州225009;

【摘要】 圩区设计排涝流量的计算对圩区的水安全和有效减免涝灾经济损失有着重要意义。为此以设计流量过程调蓄计算方法确定设计排涝模数,并以太湖流域圩区为实例,分析了圩区设计排涝模数计算的数学模型,得出设计排涝模数与水面率之间的二次抛物线关系,其系数与圩区面积有很好的响应关系。

【Abstract】 Calculation of designed flood drainage flow rate has significant importance for water safety and effectively reduction of economic loss from water logging disaster in low-lying region.The designed flood drainage modulus was determined by calculating the flow hydrograph,and the mathematical model for calculation of designed flood drainage modulus was analyzed based on condition of low-lying region in Taihu Lake basin.And the quadratic parabola was obtained between the designed flood drainage modulus and water surface ratio,and its coefficient was in good response with area of low-lying region.

【关键词】 太湖流域; 圩区; 排涝模数;
【Key words】 Taihu Lake basin; low-lying region; flood drainage modulus;
  • 【文献出处】 中国给水排水 ,China Water & Wastewater , 编辑部邮箱 ,2004年12期
  • 【分类号】TU992
  • 【被引频次】30
  • 【下载频次】496
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