Optimum Design Model Test of Curving Spillway of Zhongzuipo Hydropower

doi:10.3969/j.issn.1674-0696.2013.01.38

Journal of Chongqing Jiaotong University(Natural Science) ›› 2013, Vol. 32 ›› Issue (1): 164-168.DOI: 10.3969/j.issn.1674-0696.2013.01.38

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Optimum Design Model Test of Curving Spillway of Zhongzuipo Hydropower

Li Liqiang,Yang Shengfa,Liu Teng

School of River ＆ Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China

Received:2012-03-02 Revised:2012-10-20 Online:2013-02-15 Published:2015-03-12

中咀坡水电站溢洪道弯道段优化模型试验

李立强，杨胜发，刘腾

重庆交通大学河海学院，重庆400074

作者简介:李立强(1986—)，男，安徽阜阳人，硕士研究生，主要从事港口、海岸工程模拟技术的研究。E-mail:287109894@qq.com。
基金资助:
国家“十二五”科技支撑计划项目( 2012BAB05B03)

Abstract

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．

Key words: hydraulic model test, spillway optimization, supperelevation calculation of curve

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

CLC Number:

TV651

Li Liqiang,Yang Shengfa,Liu Teng. Optimum Design Model Test of Curving Spillway of Zhongzuipo Hydropower[J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(1): 164-168.

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.

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Optimum Design Model Test of Curving Spillway of Zhongzuipo Hydropower

中咀坡水电站溢洪道弯道段优化模型试验

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