| 水电站进水口水工模型试验研究 |
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| 引用本文： | 桂林,王文蓉,周翔. 水电站进水口水工模型试验研究[J]. 四川水力发电, 2001, 20(3): 99-100 |
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| 作者姓名： | 桂林 王文蓉 周翔 |
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| 作者单位： | 1. 四川大学水电学院
2. 天津大学 |
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| 摘 要： | 结合实际工程对水电站深式进水口阻力系数、临界淹没水深和漩涡等进行了水工模型试验，试验成果表明：进水口阻力系数和临界淹没水深与取水口布置条件有关，采用经验公式计算所得临界水深偏于安全，说明采用模型试验来确定水电站取水口的布置方式是一种有效手段。
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| 关 键 词： | 进水口 阻力系数 临界淹没水深 漩涡 水电站 水工模型 经验公式计算 模型试验 |
| 文章编号： | 1001-2184(2001)03-0099-02 |
Problems Existed in Operation of Shenzhen Hydropower Station and the Measures Taken |
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| GUI Lin WANG Wen rong ZHOU Xiang. Problems Existed in Operation of Shenzhen Hydropower Station and the Measures Taken[J]. Sichuan Water Power, 2001, 20(3): 99-100 |
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| Authors: | GUI Lin WANG Wen rong ZHOU Xiang |
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| Affiliation: | GUI Lin 1 WANG Wen rong 1 ZHOU Xiang 2 |
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| Abstract: | Hydraulic model test is carried out for resistance coefficient ,critical flooding depth and vortices of low level intake for actual hydropower station .Test results show that resistance coefficient and critical flooding depth relate to intake arrangement . The critical depth gained from empirical equation is more conservative . It is effective to determine intake arrangement by conducting model test . |
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| Keywords: | intake resistance coefficient critical flooding depth vortex |
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