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水流对尾槛的冲击力
引用本文:彭新民,崔国成.水流对尾槛的冲击力[J].天津大学学报(自然科学与工程技术版),1998,31(6):793-797.
作者姓名:彭新民  崔国成
作者单位:[1]天津大学建筑工程学院 [2]长春水利设计院
摘    要:泄水工程中大量应用设置尾槛的消力池,水流对尾槛冲击力的研究,国内外多采用模型实验和经验公式的方法,现从动量理论出发探讨了水流对尾槛的冲击力,并对现行规范提出一些看法。

关 键 词:阻力系数  冲击力  尾槛  水流  水跃消能

IMPACT FORCE ON END SILL BY HYDRAULIC JUMP
Peng,Xinmin,Lian,Jijian.IMPACT FORCE ON END SILL BY HYDRAULIC JUMP[J].Journal of Tianjin University(Science and Technology),1998,31(6):793-797.
Authors:Peng  Xinmin  Lian  Jijian
Institution:Peng Xinmin Lian Jijian(School of Civil Eng.Tianjin University) Cui Guocheng(Changchun Design Institute of Hydraulic Eng.)
Abstract:Energy dissipation by hydraulic jump is widely used in various hydraulic profects.Generally the end sill is adopted in the stilling basin.Previous studies on the effect of impact force on the end sill by hydraulic jump were conducted by model experiments or by empirical equations.In this paper,the effect of impact force on the end sill is investigated by momentum theory.The results are compared with those of the design criterion.
Keywords:drag  coefficient  impact  force  end  sill
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