摘要
通过水工模型试验，对地洛水电站枢纽布置水力学问题进行研究，论证原设计方案的合理性，并针对原设计方案存在的泄流量不足及流态问题进行了修改，对斜护坦长度进行了优化，通过闸墩后加设尾流墩，解决了墩后的尾流漩涡问题。
Based on hydraulic model test and hydraulic study, the layout of Diluo Hydroelectric Station was presented in this paper, which demonstrated that there were some problems in the original scheme, such as smaller discharge flow and unreasonable flow pattern. The existed problems were modified, the length of the inclined apron optimized, and the whirlpool flow behind the pier by adding tail piers solved.
出处
《西北水力发电》
2006年第5期1-4,共4页
Journal of Northwest Hydroelectric Power
关键词
水工模型试验
流态
消能防冲
hydraulic model test
flow pattern
energy dissipation and avoiding erosion
