| 高坝洲水利枢纽设计洪水 |
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| 引用本文： | 金蓉玲,郭海晋.高坝洲水利枢纽设计洪水[J].人民长江,1997,28(9):8-10. |
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| 作者姓名： | 金蓉玲 郭海晋 |
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| 作者单位： | 长江水利委员会水文局水资源处 |
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| 摘 要： | 高坝洲水利枢纽是上游隔河岩水利枢纽的反调节水库，洪水调度将与隔河岩水库联合运行，设计洪水计算需扩定隔河岩和隔河岩－高坝洲区间的设计洪水峰量及过程线。在分析清江暴雨洪水特性的基础上，介绍了高坝洲水利枢纽设计洪水计算方法及其主要成果。
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| 关 键 词： | 暴雨洪水 设计洪水 洪水计算 水利枢纽 |
Design flood of GP |
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| Jin Rongling\ Guo Haijin.Design flood of GP[J].Yangtze River,1997,28(9):8-10. |
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| Authors: | Jin Rongling\ Guo Haijin |
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| Affiliation: | Jin Rongling\ Guo Haijin |
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| Abstract: | Gaobazhou Project is the reverse regulation reservoir of the upstream Geheyan project, and its flood control operation will be carried out in coordination with Geheyan reservoir. For the design flood calculation of Gaobazhou Project, it is needed to work out both the design flood-peak discharges and flow graphs of Geheyan Project and of the inter-region between Geheyan and Gaobazhou. On the basis of analysing storm flood characteristics of Qinjiang River, the method and main results of design flood calculation for Gaobazhou Project are presented. |
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| Keywords: | Storm flood\ Project flood\ Flood computation\ Gaobazhou Project |
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