文章摘要
Li Qiong,LIU Hansheng.扩散折坡消力池水力计算Journal of Water Resources and Water Engineering[J].,2011,22(1):
扩散折坡消力池水力计算
Hydraulic calculation for stilling basin with upstream diffusion slope
  
DOI:10.11705/j.issn.1672-643X.2011.01.036
中文关键词: 斜坡扩散  消力池  水力计算  
英文关键词: upstream diffusion slope  stilling basin  hydraulic calculation  
基金项目:
Author NameAffiliation
Li Qiong,LIU Hansheng Li Qiong1,2,LIU Hansheng1(1.Northwest A & F University,Yangling 712100,China,2.Construction Survey and Design Institute of Water Resource and Hydropower in Hanzhong,Hanzhong 723000,China) 
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中文摘要:
      目前折坡消力池主要研究等宽问题,美国陆军工程兵团给出典型计算方法和现有的其他水力计算方法,都不适合扩散折坡消力池,扩散折坡消力池已应用于实际工程,主要通过水力模型试验解决。本文建立了扩散折坡消力池水力计算方法,用布伦口水电站溢洪道消力池及导流泄洪洞的两个消力池试验资料进行验证,表明新方法适合计算扩散折坡消力池。
英文摘要:
      Equal width problem is researched currently for Stilling basin with upstream slope.U.S.Army Corps of Engineers has given classical hydraulic calculation method which are not suitable to stilling basin with upstream diffusion slope.Also.It has been applied in water control project,configuration problem of which is solved by hydraulic model test.This paper established a hydraulic calculation method for stilling basin with upstream diffusion slope which was verified by model test data of two stilling basins in...
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