| 奋斗水库重力坝溢流坝段的水力设计 |
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| 引用本文： | 尹玉顺. 奋斗水库重力坝溢流坝段的水力设计[J]. 黑龙江水利科技, 2012, 0(4): 54-56 |
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| 作者姓名： | 尹玉顺 |
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| 作者单位： | 1. 东北农业大学,哈尔滨150030
2. 黑龙江省水利水电勘测设计研究院,哈尔滨150080 |
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| 摘 要： | 奋斗水库是一座以供水、灌溉、防洪为主,兼顾发电等综合利用的大型水库工程;主要建筑物包括：拦河坝、溢流坝、进水口、坝后式厂房等;溢流坝段采用WES曲线,介绍了溢流坝的水力设计计算。
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| 关 键 词： | 溢流坝段 WES 水面线 挑流消能 防空蚀设计 |
Hydraulic Design of Overflow Section for Fendou Reservoir Gravity Dam |
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| YIN Yu-shun. Hydraulic Design of Overflow Section for Fendou Reservoir Gravity Dam[J]. Heilongjiang Science and Technology of Water Conservancy, 2012, 0(4): 54-56 |
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| Authors: | YIN Yu-shun |
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| Affiliation: | YIN Yu-shun (1. Northeast Agricultural University, Harbin 150030, China;2. Heilongjiang Provincial Water Conservancy ＆ Hydroelectric Power Investigation, Design and Research Institute, Harbin 150080, China ) |
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| Abstract: | The Fendou reservoir is a large multipurpose reservoir taking water supply, irrigation and flood control as the main objects and giving considerations to power generation. The major buildings are checking dam, overflow dam, intake and dam toe plant, and the WES curve is adopted in the overflow section. The hydraulic design calculation of overflow dam is intro- duced in the study. |
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| Keywords: | section of overflow dam WES water surface line ski-jump energy dissipation design against air corrosion |
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