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自由出流的拦河水闸消力池计算探讨

Probe into the Calculation of the Stilling Basin of the Sluice with free Discharge

  • 摘要: 拦河水闸下游消力池尾坎自由出流时,其下游河床水深ht往往小于相应的临界水深hk,消力池水力计算无法满足相关水闸设计规范水力设计的要求。目前,有关自由出流拦河水闸消力池的水力计算方法尚不够完善,给工程设计带来极大的不便。在总结有关水闸下游消力池研究成果的基础上,在假设自由出流的消力池下游河床水深ht等于临界水深hk的条件下,对自由出流的消力池尾坎高度计算进行探讨,提出了相应的计算方法。研究成果得到了水力模型试验研究的验证,具有计算较方便的特点,可供类似工程设计和运行参考。

     

    Abstract: When the downstream stilling basin of the sluice flows freely at the end sill, the downstream river bed water depth ht is often less than the corresponding critical water depth hk,and the hydraulic calculation of stilling basin cannot meet the requirements of the hydraulic design of relevant sluice design specifications. At present, the hydraulic calculation method of the stilling basin with free discharge is not perfect, which brings great inconvenience to the engineering design. Based on the summarizing of the research results of the downstream stilling basin of the sluice, and under the assumption that the downstream river bed depth ht of the stilling basin with free discharge is equal to the critical depth hk,the calculation method of the tail height of the stilling basin with free discharge is discussed,the corresponding calculation method is put forward. The results are verified by the hydraulic model test, which has the characteristics of convenient calculation, and can be used as a reference for similar engineering design and operation.

     

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