池末尾坎自由出流的消力池布置研究
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TV653

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广东省水利科技创新项目(2012-04)


Study on layout of stilling basin with free discharge at end sill of basin
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    摘要:

    池末尾坎自由出流的拦河闸下游消力池流态较复杂,其水力特性和体型布置是工程设计和运行关心的问题。通过水力模型试验研究,对尾坎自由出流的消力池池长和消力池末端尾坎高度的关系进行分析,提出消力池体型布置方法:首先在消力池水平段池底高程选定的基础上,根据消力池进口断面弗劳德数,初选池末尾坎高度;其次通过调整尾坎高度和计算尾坎顶水深,使两者之和与跃后水深的比值在1.15~1.2之间,则消力池水平段池长与跃长的比值可减小至0.8~0.85。该方法可较合理地确定尾坎自由出流的消力池水力和体型参数。

    Abstract:

    The flow patterns of a stilling basin with free discharge at the end sill of the basin downstream of a sluice are complex. Thus, the hydraulic characteristics and layout of the basin are significant to the engineering design and operation. Based on a hydraulic model test, the relationship between the stilling basin length and the end sill height was analyzed, and the layout method of the stilling basin is put forward: First, according to the Froude number in the inlet section of the stilling basin, the height of the end sill is preliminarily selected on the basis of the selected bottom elevation of the horizontal segment. Second, through adjustment of the end sill height and calculation of the water depth at the top of the end sill, the ratio of the sum of the two variables mentioned above to the water depth after the hydraulic jump is controlled within a range of 1. 15 to 1. 2, and then the ratio of the length of the horizontal segment of the stilling basin to the length of hydraulic jump can be reduced to within the range of 0. 8 to 0. 85. This method can reasonably determine the hydraulic and shape parameters of the stilling basin with free discharge at the end sill.

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黄智敏,付波,陈卓英.池末尾坎自由出流的消力池布置研究[J].水利水电科技进展,2016,36(3):68-72.(HUANG Zhimin, FU Bo, CHEN Zhuoying. Study on layout of stilling basin with free discharge at end sill of basin[J]. Advances in Science and Technology of Water Resources,2016,36(3):68-72.(in Chinese))

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  • 在线发布日期: 2016-05-06
  • 出版日期: 2016-05-05