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沙河水库溢洪道挑流鼻坎体型优化及下游消能防冲研究

Research on Configuration Optimizing of Flip Bucket and Downstream Energy Dissipation and Scour Prevention for Spillway of Shahe Reservoir

  • 摘要: 针对沙河水库新建溢洪道泄洪消能区下游河谷狭窄,弯曲角度大,存在崩塌体,河道地形地质条件复杂等问题,以挑流鼻坎反弧段半径和出口挑角为体型特征参数,采用FLUENT软件对拟定的体型对比方案进行了数值模拟,分析了各方案下挑流鼻坎挑流消能时水力特性参数(沿程流速、临底压强以及水舌挑流形态等),并进行了推荐体型的物理模型试验。研究成果表明:挑坎出口角度19.42°,反弧段半径33.84 m的挑流鼻坎体型下挑流水舌落点能远离下游崩塌体,减缓下游冲刷程度。在此基础上,对下游崩塌体的防护进行了不同方案的对比试验并推荐了可行的防护措施。

     

    Abstract: In order to solve the problems of narrow valley,large bending angle,collapse,complicated river topography and geological conditions in the downstream of the flood discharge energy dissipation area of the newly built spillway of Shahe Reservoir in Wulong County,Chongqing,this paper takes the two characteristic parameters of radius r and jet angle θ1,makes three shape schemes,and uses FLUENT software to conduct numerical simulation. The hydraulic characteristic parameters(flow velocity,pressure and deflecting flow pattern,etc.)are analyzed under the different type of flip bucket energy dissipation.The results show that the scheme with the angle 19.42° and the radius 33.84 m successfully narrates the water tongue drop point,keeps away from the downstream collapse body and reduces downstream scouring.On this basis,different schemes for protection of downstream collapse are compared and the final protection measures are recommended.

     

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