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张 慧, 杨 敏, 李会平.跌坎对消力池水力特性影响的试验研究水资源与水工程学报[J].,2015,26(5):147-150
跌坎对消力池水力特性影响的试验研究
Experiment on influence of falling-still on hydraulic characteristics in dissipation basin
  
DOI:10.11705/j.issn.1672-643X.2015.05.029
中文关键词:  底流消能  跌坎高度  流态  临底流速  脉动压强  模型试验
英文关键词:hydraulic jump dissipation  height of falling-still  flow pattern  underflow velocity  fluctuating pressure  model test
基金项目:国家自然科学基金项目(51179119); 国家自然科学基金创新研究群体科学基金(51021004)
作者单位
张 慧, 杨 敏, 李会平 (天津大学 水利工程仿真与安全国家重点实验室 天津 300072) 
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中文摘要:
      为研究跌坎在底流消能中的作用,依托某工程水力学模型,研究了跌坎对消力池内水流流态、临底流速及脉动压强的影响。结果表明:在来流量一定的情况下,随着跌坎高度的增加,消力池内流态会由底流依次演变为淹没混合流及淹没面流流态。加设跌坎可显著降低消力池前半段的临底流速,且跌坎越高,最大临底流速降幅越大,跌坎对消力池后半段的临底流速基本无影响;跌坎对脉动压强影响较大,随跌坎高度的增加,最大脉动压强先增大后减小;加设跌坎后,脉动压强和临底流速沿程先增大后减小,且脉动压力和临底流速的最大值位置基本在同一区域。
英文摘要:
      In order to study the effect of falling-still in dissipation of bottom flow,the paper studied the influence of falling-still on flow pattern, underflow velocity and fluctuating pressure based on a hydraulic model test from a project. Results show that when the flow is constant, the flow pattern in the dissipation basin would evolve from bottom flow to submerged admixture flow as well as surface flow with the increase of falling-still height.The falling-still can reduce the underflow velocity in first half of the stilling basin, and the higher the height of falling-still, the more the decrease of maximum underflow velocity; and in the second half of the stilling basin, the falling-still has hardly effect on underflow velocity. The falling-still also has a crucial influence on fluctuating pressure, with the increase of falling-still hieght, the maximum fluctuating pressure increases first and then decreases. Along the flow direction of stilling basin, the fluctuating pressure and the underflow velocity increase first and then decrease and the position of their maximum values is in the same region.
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