| 基于最大落差的立堵截流风险率模型及计算 |
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| 引用本文： | 贺昌海,胡志根,肖焕雄,万富军.基于最大落差的立堵截流风险率模型及计算[J].武汉大学学报(工学版),2000,33(1). |
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| 作者姓名： | 贺昌海 胡志根 肖焕雄 万富军 |
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| 作者单位： | 1. 武汉水利电力大学水利水电学院,湖北,武汉,430072
2. 山东水利工程总公司,山东,济南,250013 |
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| 基金项目： | 高校博士学科点专项基金资助项目!(980 4930 3) |
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| 摘 要： | 用立堵截流的最大落差确定抛投材料最大粒径的方法 ,建立了相应的风险率模型 ,给出了分流建筑物内的水流流态为有压淹没流时的风险率计算方法 ,并进而讨论了风险率的几个重要特性 .
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| 关 键 词： | 最大落差 风险率 立堵截流 |
End-dump river closure risk probabiliiy model and its calculation based on maximum drop |
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| HE Chang-hai,HU Zhi-geng,XIAO Huan-xiong,WAN Fu-jun.End-dump river closure risk probabiliiy model and its calculation based on maximum drop[J].Engineering Journal of Wuhan University,2000,33(1). |
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| Authors: | HE Chang-hai HU Zhi-geng XIAO Huan-xiong WAN Fu-jun |
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| Abstract: | By means of the maximum drop to determine the maximum diameter of the dumped material, the corresponding risk probability model is established. A calculation method of risk probability is also introduced when the state of flow in the diversion structure is submerged discharge of pipe flow. Some important features of risk probability are discussed. |
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| Keywords: | maximum drop risk probability water closure by end dumping |
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