| 黄登水电站截流模型试验研究 |
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| 引用本文： | 王静静,杜晓帆,童元雄.黄登水电站截流模型试验研究[J].水利科技与经济,2012,18(3):83-85. |
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| 作者姓名： | 王静静 杜晓帆 童元雄 |
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| 作者单位： | 三峡大学水利与环境学院,湖北宜昌,443002 |
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| 摘 要： | 通过对黄登水电站进行不同宽度戗堤的截流模型试验,获得了截流过程中的主要龙口水力学参数。对比研究实验结果后,提出采用20 m宽度窄戗堤进行截流试验,为工程截流的实施提供了科学的依据。
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| 关 键 词： | 水力学 模型试验 截流 宽戗堤 |
Research on Model Test of River Closure of Huangdeng Hydropower Station |
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| WANG Jing-jing,DU Xiao-fan,TONG Yuan-xiong.Research on Model Test of River Closure of Huangdeng Hydropower Station[J].Water Conservancy Science and Technology and Economy,2012,18(3):83-85. |
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| Authors: | WANG Jing-jing DU Xiao-fan TONG Yuan-xiong |
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| Affiliation: | (Three Gorges University College of Hydraulic and Environmental Engineering,Yichang 443002,Hubei,China) |
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| Abstract: | Through the model test of river closure of hydropower station in different width closure dike,we get the main hydraulic parameters of closure gap.Comparing the test results,closure dike of twenty meters wide is more appropriate,which provides scientific basis for decision and implementation of river closure construction scheme. |
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| Keywords: | hydraulics model test river closure broad-crested banquette |
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