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中咀坡水电站溢洪道弯道段优化模型试验
引用本文:李立强,杨胜发,刘腾.中咀坡水电站溢洪道弯道段优化模型试验[J].重庆交通大学学报(自然科学版),2013,32(1):164-168.
作者姓名:李立强  杨胜发  刘腾
作者单位:重庆交通大学河海学院,重庆,400074
基金项目: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。

关 键 词:水工模型试  溢洪道优化  弯道超高计算

Optimum Design Model Test of Curving Spillway of Zhongzuipo Hydropower
Li Liqiang , Yang Shengfa , Liu Teng.Optimum Design Model Test of Curving Spillway of Zhongzuipo Hydropower[J].Journal of Chongqing Jiaotong University,2013,32(1):164-168.
Authors:Li Liqiang  Yang Shengfa  Liu Teng
Institution:(School of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China)
Abstract: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.
Keywords:hydraulic model test  spillway optimization  supperelevation calculation of curve
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