中咀坡水电站溢洪道弯道段优化模型试验  

Optimum Design Model Test of Curving Spillway of Zhongzuipo Hydropower

作　　者：李立强[1] 杨胜发[1] 刘腾[1] 

机构地区：[1]重庆交通大学河海学院,重庆400074

出　　处：《重庆交通大学学报（自然科学版）》2013年第1期164-168,共5页Journal of Chongqing Jiaotong University(Natural Science)

基　　金：国家"十二五"科技支撑计划项目(2012BAB05B03)

摘　　要：针对中咀坡水电工程的初设方案,探究水电站工程在洪水期运行期间是否满足泄洪要求,泄洪隧洞是否产生空蚀,是否破坏建筑物安全建立水工模型。通过模型试验对中咀坡水电工程的泄洪隧洞弯道段优化计算。With reference to the preliminary design of Zhongzuipo hydropower project,whether the project can fulfill the flood discharge requirement when the flood comes,whether cavitation erosion would happen in tunnel for flood discharge and whether there could be damages to building safety were explored.Meanwhile the calculation of curve segment of the flood discharge of the hydropower project was optimized by test.

关 键 词：水工模型试 溢洪道优化 弯道超高计算 

分 类 号：TV651[水利工程—水利水电工程]