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梯级水库群洪水溃坝模拟
引用本文:刘庆红,付湘,何海源,张秀丽,杜德进,刘光保.梯级水库群洪水溃坝模拟[J].中国农村水利水电,2011(3).
作者姓名:刘庆红  付湘  何海源  张秀丽  杜德进  刘光保
作者单位:1. 华东勘测设计研究院,浙江,杭州,310014
2. 武汉大学水资源与水电工程科学国家重点实验室,湖北,武汉,430072
基金项目:国家自然科学基金重点资助项目(50739003)
摘    要:以某河流的7个梯级水库为研究对象,合理地拟定各梯级水库不同大坝类型(土石坝、拱坝、混凝土重力坝)的溃决形式、溃口发生过程及形态,针对各类型水库漫顶即溃坝和土石坝漫顶溃坝,拱坝、重力坝漫顶过流不产生溃坝两种极限状态,运用Dam Break溃坝模型原理,计算主汛期超标准洪水和后汛期超标准洪水时梯级水库的连锁响应以及溃坝洪水向下游库群的演进过程.分析流城内各水库清坝发生的因果关系,并得出各水库溃坝发生的相对时间及各特征断面的最高水位、流量等特征值.汛期超标准洪水时流城梯级水库的溃坝模拟分析结果,为降低大坝风险、制定应急预案和防灾减灾提供了科学的决策依据.

关 键 词:大坝类型  主汛期超标准洪水  后汛期超标准洪水  溃坝模型

Simulation of Dam Break Flood for Cascade Reserviors
LIU Qing-hong,FU Xiang,HE Hai-yuan,ZHANG Xiu-li,LIU Guang-bao.Simulation of Dam Break Flood for Cascade Reserviors[J].China Rural Water and Hydropower,2011(3).
Authors:LIU Qing-hong  FU Xiang  HE Hai-yuan  ZHANG Xiu-li  LIU Guang-bao
Institution:LIU Qing-hong1,FU Xiang2,HE Hai-yuan1,ZHANG Xiu-li1,LIU Guang-bao1(1.Hydro-China Huadong Engineering Corporation,Hangzhou 310014,China,2.State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China)
Abstract:In this paper,a detailed dam break analysis for seven cascading dams in the transnational river has been carried out using MIKE 11 Dam Break model.The form of dam breach and patterns are set for different dam types(earth and rockfill dam,arch dam and concrete gravity dam).The study consists of two hypothetical Scenarios of failure: failure of dam due to overtopping for all types of dams;failure of earth and rockfill dams while safety for gravity concrete dams and arch dams due to overtopping.The model compu...
Keywords:Types of dams  extraordinary flood of major flood season  extraordinary flood of flood-ending season  Dam break model  
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