台阶溢洪道消力池体型优化设计模型试验研究  

Experimental study on optimal design model of step spillway stilling pool shape

作　　者：刘利军 LIU Li-jun

机构地区：[1]辽宁润中供水有限责任公司,辽宁沈阳110166

出　　处：《东北水利水电》2022年第9期25-27,71,共4页Water Resources & Hydropower of Northeast China

摘　　要：文章以辽宁省绥中县李金水库除险加固工程为例,通过模型试验的方式探讨了溢洪道消力池优化设计问题。根据试验结果,采用消力池加宽、加深+增设尾墩方案可以获得最佳消能效果,推荐在工程设计中使用。Taking the reinforcement project of Lijin Reservoir in Suizhong County of Liaoning Province as an example, this paper discusses the optimization design of spillway stilling pool through model test. According to the test results, the scheme of widening and deepening of stilling pool and adding tail pier can obtain the best energy dissipation effect, which is recommended to be used in engineering design.

关 键 词：台阶溢洪道 消力池 体型优化 李金水库 模型试验 

分 类 号：TV651.1[水利工程—水利水电工程]