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黄河河口水电站截流水工模型试验
引用本文:林劲松,张宽地,吕宏兴.黄河河口水电站截流水工模型试验[J].人民黄河,2011,33(2).
作者姓名:林劲松  张宽地  吕宏兴
作者单位:西北农林科技大学水利与建筑工程学院,陕西杨凌,712100
基金项目:2009高等学校博士学科点专项科研基金资助项目(20090204110019); 西北农林科技大学留学归国人员科研基金资助项目(01140507),西北农林科技大学科研专项基金资助项目(A213020503)
摘    要:为了保证黄河河口水电站截流工程成功实施,进行了3个方案48个组次截流水工模型试验,获得了截流过程龙口的系列水流要素。模型试验表明:戗堤进占至龙口宽40 m以前,投抛的粒径为1~10 mm的石料未见流失;当龙口宽度减小到30 m以后,龙口流速及上下游水位差剧增,必须改用钢筋笼、混凝土四面体抛投以确保截流进占及龙口顺利合龙。

关 键 词:截流  龙口  戗堤  水工模型试验  黄河河口水电站  

Hydraulic Modeling of Estuarial Hydroelectric Power Plant Closure of the Yellow River
LIN Jin-song,ZHANG Kuan-di,LU Hong-xing.Hydraulic Modeling of Estuarial Hydroelectric Power Plant Closure of the Yellow River[J].Yellow River,2011,33(2).
Authors:LIN Jin-song  ZHANG Kuan-di  LU Hong-xing
Affiliation:LIN Jin-song,ZHANG Kuan-di,LU Hong-xing(School of Hydraulics and Architectural Engineering,Northwest A & F University,Yangling,Shaanxi 712100)
Abstract:In order to ensure the successful implementation of closure of the estuarial hydroelectric power plant of the Yellow River,it conducts hydraulic modeling of 48 groups(times) in 3 plans and obtains series key flow elements of closing point in the process of closure.The outcomes show that a) there is no loss of grain diameter of 1-10 mm of thrown rock material before the closing dike constructed to 40 m of closing point and;b) When the width of closing point reduces to 30 m,the velocity of closing point and t...
Keywords:closure  closing point  closing dike  hydraulic modeling  estuarial hydroelectric power plant of the Yellow River  
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