文章摘要
张志昌, 傅铭焕, 贾 斌, 赵 莹.渐扩综合式消力池尾坎高度和作用力的计算Journal of Water Resources and Water Engineering[J].,2014,25(6):137-141
渐扩综合式消力池尾坎高度和作用力的计算
Calculation of height and force of baffle wall style in comprehensive and gradual expanding stilling basin
  
DOI:10.11705/j.issn.1672-643X.2014.06.029
中文关键词: 渐扩综合式消力池; 池深; 坎高  作用力
英文关键词: comprehensive and gradual expanding stilling basin  depth of stilling basin  height  force
基金项目:
Author NameAffiliation
ZHANG Zhichang, FU Minghuan, JIA Bin, ZHAO Ying (西安理工大学, 陕西 西安 710048) 
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中文摘要:
      研究了渐扩综合式消力池深度、坎高和尾坎作用力的计算方法。根据水跃方程、堰流理论和前人对渐扩式消力池水跃长度、共轭水深和淹没系数的研究成果,分析渐扩综合式消力池的设计方法,根据动量方程研究尾坎的作用力。给出了渐扩综合式消力池深度、坎高和尾坎作用力的计算公式和计算步骤。提出的坎高和作用力的公式不仅适用于渐扩综合式消力池的设计,也适用于渐扩消力坎式消力池,计算方法新颖,过程简单,精度满足设计需求。
英文摘要:
      The paper studied the calculation method of depth, height and force of comprehensive and gradual expanding stilling basin .According to hydraulic jump equation, weir flow theory and the result of previous research for length of hydraulic jump, conjugate depth and submerged coefficient in gradual expanding stilling basin,it analyzed the design method of comprehensive and gradual expanding stilling basin and researched the force of baffle wall style in accordance with momentum equation.The formula of wall height and force proposed by the paper is not only adaptable to the design of comprehensive and gradual expanding stilling basin but also to that of gradual expanding type and baffle wall style stilling basin.The calculation method is new and the process is simple.The precision meet the design requirements.
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