| 潮州供水枢纽拦河水闸消能工改造设计 |
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| 引用本文： | 赖瑞山.潮州供水枢纽拦河水闸消能工改造设计[J].吉林水利,2007(11):3-4,7. |
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| 作者姓名： | 赖瑞山 |
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| 作者单位： | 广东省水利电力勘测设计研究院,广东,广州,510000 |
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| 摘 要： | 潮州供水枢纽拦河水闸消能工因下游河床下切,水位降低消能不充分,导致浆砌石海漫被冲毁。为改善出池流态保护拦河闸坝,对消能工进行了改造,增设了二级消力池、海漫采用格宾护垫等工程措施。经改造后近一年的运行,消能效果良好。
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| 关 键 词： | 消能改造 二级消力池 格宾护垫 雷诺护垫 |
| 文章编号： | 1009-2846(2007)11-0003-02 |
| 修稿时间： | 2007年9月21日 |
The sluice energy dissipation structure reconstruction design in Chaozhou water supply complex |
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| Lai Rui-shan.The sluice energy dissipation structure reconstruction design in Chaozhou water supply complex[J].Jilin Water Resources,2007(11):3-4,7. |
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| Authors: | Lai Rui-shan |
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| Affiliation: | Lai Rui-shan |
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| Abstract: | The dry masonry diffusion segment of the sluice energy dissipation structure Chaozhou water supply complex was washed out because the downstream riverbed erosion,water level decreasing to make energy dissipation insufficiency.For improving the flow state out of the stilling basin,the secondary stilling basin is added and the softening cushioning is used in its diffusion segment.The effect of energy dissipation is better after one year running. |
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| Keywords: | energy dissipation structure reconstruction secondary stilling basin softening cushioning Renault cushioning |
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