首页 | 本学科首页   官方微博 | 高级检索  
     检索      

多级连续消力池的布置与水力计算方法
引用本文:王圣文,吴洪亮.多级连续消力池的布置与水力计算方法[J].水利与建筑工程学报,2011,9(5):105-107,138.
作者姓名:王圣文  吴洪亮
作者单位: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
摘    要:某些中小型水库工程由于地形或地质条件的限制,既不适合采取挑流式消能,又不宜采用底流式消能,在这种情况下,采取多级连续消力池消能也许是不错的选择。本文结合湖北省丹江口市金岗水库溢洪道的除险加固设计,系统地介绍了多级连续消力池的布置方案和水力计算方法。结果表明多级消力池消能方案,提高了工程消能率,降低了水流流速,提高了河床...

关 键 词:溢洪道  多级连续消力池  水力计算

Layout Program and Hydraulic Calculation Method of Multi-stage Continuous Stilling Basins
WANG Sheng-wen,WU Hong-liang.Layout Program and Hydraulic Calculation Method of Multi-stage Continuous Stilling Basins[J].Journal of Water Resources Architectural Engineering,2011,9(5):105-107,138.
Authors:WANG Sheng-wen  WU Hong-liang
Institution:WANG Sheng-wen,WU Hong-liang(State Key Laboratory of Water Resourses and Hydropower Engineering Science,Wuhan University,Wuhan,Hubei 430072,China)
Abstract:It is not appropriate to take ski-jump energy dissipation either to take bottom-flow energy dissipation for some small and medium sized reservoirs because of the terrain or geological conditions.In this case,the multi-stage continuous stilling basins may be a good choice for energy dissipation.Taking the reinforcement design for the spillway of Jingang Reservoir in Danjiangkou City of Hubei Province as an example,the layout program and hydraulic calculation method of the multi-stage continuous stilling basi...
Keywords:spillway  multi-stage continuous stilling basins  hydraulic calculation  
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号