大华水库溢流坝段底流消能优化试验研究
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TV131.61

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Experimental study on optimization of bottom flow energy dissipation in overflow dam section of Dahua Reservoir
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    摘要:

    针对大华水库消力池出水流速大、消能效果不佳等问题,采用水工物理模型试验对消力池体型进行优化,对比分析了三种优化方案下的消力池水流流态、流速及消能率等水力参数。研究成果表明:采用两级消力池的消能方案,其中第二级消力池尾坎和护坦高程与下游河床高程相同,可有效降低68.62%的河道进口流速和50.0%的下游河道主流流速,消力池消能率提高了16.91%,达到92.39%,满足下游消能防冲要求,可为类似工程设计提供参考。

    Abstract:

    In order to solve the problems of large flow rate and poor energy dissipation effect of Dahua Reservoir,the hydraulic physical model test was used to optimize the body of the stilling basin and the hydraulic parameters such as the flow state,velocity and energy dissipation rate of the stilling basin under the three optimization schemes.The research results show that the energy dissipation scheme of the two-stage stilling basin,in which the heights of the second stage stilling basin tail swill and tank are the same as that of the downstream riverbed,can effectively reduce the channel inlet flow rate by 68.62%and the mainstream flow velocity of the downstream river by 50.0%.The energy dissipation ratio of the dissipation basin is increased by 16.91%to 92.39%,which meets the requirements of downstream energy dissipation and flood prevention.The study can provide reference for similar engineering design.

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陈斌,杨显燕,杨楠.大华水库溢流坝段底流消能优化试验研究[J].江西水利科技,2025,(5):

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  • 在线发布日期: 2025-12-25
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