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虎家崖水电站泄洪消能布置优化研究
引用本文:汪振,牛争鸣,张宗孝,贺立强,屈新利. 虎家崖水电站泄洪消能布置优化研究[J]. 电网与水力发电进展, 2006, 22(1): 57-59
作者姓名:汪振  牛争鸣  张宗孝  贺立强  屈新利
作者单位:西安理工大学水力学研究所 西安710048(汪振,牛争鸣,张宗孝,贺立强),甘肃水利水电勘测设计研究院 兰州730000(屈新利)
摘    要:甘肃舟曲县白龙江虎家崖水电站枢纽采用闸坝联合泄洪、底流消能的布置方案。通过水工模型试验,论证方案的可行性并针对上游导墙造成的流态问题及下游消能冲刷所存在的问题进行了优化。

关 键 词:低坝  底流  消能防冲  流态
文章编号:1671-4768(2006)01-0057-03
修稿时间:2005-07-08

Study on Optimal Layout of Flood Discharge and Energy Dissipation for Hujiaya Hydropower Station
WANG Zhen,NIU Zheng-ming,ZHANG Zong-xiao,HE Li-qiang,QU Xin-li. Study on Optimal Layout of Flood Discharge and Energy Dissipation for Hujiaya Hydropower Station[J]. Advance of Power System & Hydroelectric Engineering, 2006, 22(1): 57-59
Authors:WANG Zhen  NIU Zheng-ming  ZHANG Zong-xiao  HE Li-qiang  QU Xin-li
Abstract:The scheme of flood discharge and energy dissipation was made use of dam and gate conjointly for Hujiaya hydropower station,Quzhou county,Gansu.It was demonstrated by hydraulic model test that the scheme is feasible.Optimization was conducted for the problems of flow regime caused by the upper reach guide wall and scour caused by energy dissipation structure.
Keywords:low dam  the bottom flows  dissipation and scour  flow regime
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