| 光照水电站大坝底孔优化设计 |
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| 引用本文： | 黄洁,王洪军,陈能平.光照水电站大坝底孔优化设计[J].贵州水力发电,2009,23(3):44-46. |
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| 作者姓名： | 黄洁 王洪军 陈能平 |
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| 作者单位： | 中国水电顾问集团贵阳勘测设计研究院,贵州,贵阳,550081 |
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| 摘 要： | 光照水电站大坝原设计的2个底孔主要承担后期度汛及水库放空的任务。为加快大坝碾压混凝土施工进度，节约工程投资，对大坝底孔进行了优化设计。本文介绍了该大坝取消1个放空底孔后仍满足水库放空、施工度汛和下泄生态流量等要求的设计优化过程。该优化设计同时简化了水工建筑物结构布置，降低了大坝施工难度，工程效益显著。
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| 关 键 词： | 水工结构 底孔优化设计 光照水电站 |
Optimum Design for Bottom Outlet of Dam in Guangzhao Hydropower Station |
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| HUANG Jie,WANG Hong-jun,CHEN Neng-ping.Optimum Design for Bottom Outlet of Dam in Guangzhao Hydropower Station[J].Guizhou Water Power,2009,23(3):44-46. |
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| Authors: | HUANG Jie WANG Hong-jun CHEN Neng-ping |
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| Affiliation: | HUANG Jie,WANG Hong-jun,CHEN Neng-ping(Guiyang Investigation Design & Research Institute,Hydropower Consulting Group of China,Guiyang,Guizhou,550002,China) |
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| Abstract: | The 2 bottom outlets of the dam that original designed mainly undertake the flood control during the late construction period and reservoir emptying in Guangzhao Hydropower Station.To quicken the pace of rolled concrete construction of the dam and save the engineering investment,the designer has optimized the bottom outlets of dam.After optimization,two bottom outlets became one,but it could meet the demands for reservoir emptying,flood control during construction period and discharging ecological flow.The ... |
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| Keywords: | hydraulic structure optimum design for bottom outlet Guangzhao hydropower station |
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