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上沟水利枢纽溢流坝水工模型试验研究
引用本文:常云华,李宗伟,黄树友. 上沟水利枢纽溢流坝水工模型试验研究[J]. 长春工程学院学报(自然科学版), 2009, 10(2): 31-34
作者姓名:常云华  李宗伟  黄树友
作者单位:长春工程学院,水利与环境工程学院,长春,130012
摘    要:根据该工程坝址下游特殊的地形地质条件,通过建立1∶60水工物理模型,对溢流坝在不同运行条件下的水流流态进行了观测,对其在下游河床和两岸山体造成的冲刷问题和可能产生雾化诱发山体滑坡问题进行了研究,给出了闸门泄流调度运行控制方案 同时对溢流坝的泄流能力、冲坑深、挑距、电站尾水影响及坝面空蚀空化问题进行了试验研究,对溢流坝闸墩形式、挑角及电站尾水导墙的体型布置进行了优化。

关 键 词:溢流坝  水工模型试验  泄流能力  冲刷试验  空蚀空化

The research on hydraulic model test of overfall dam for Shanggou key water control project
CHANG Yun-hua,LI Zong-wei,HUANG Shu-You. The research on hydraulic model test of overfall dam for Shanggou key water control project[J]. Journal of Changchun Institute of Technology(Natural Science Edition), 2009, 10(2): 31-34
Authors:CHANG Yun-hua  LI Zong-wei  HUANG Shu-You
Affiliation:CHANG Yun-hua,et al.(Faculty of Water Conservancy & EnvironmentEngineering,Changchun Institute of Technology,Changchun 130012,China)
Abstract:According to the special topographic and geological condition of the damsite's lower reaches,by establishing the hudraulic phusical model of Shanggou Overfall Dam in propontion as one to sixty,we make observations of the dam's flow form under different conditions at operation,a thorough research on the problems of the scour which will be caused by the lower riverbed and mountain massif,and the landslide which will be brought out by the atomagation produced likely and,moreover,the operation control ways of s...
Keywords:overfall dam  hydraulic model test  discharge capacity  scour test  covitation and covitation erosion  
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