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小漩水库特征水位优选研究
引用本文:曹国良,黄秀英.小漩水库特征水位优选研究[J].水利水电技术,2016,47(8):79-81.
作者姓名:曹国良  黄秀英
作者单位:(湖北省水利水电规划勘测设计院,湖北武汉430064)
摘    要:正1工程概况小漩水库位于汉江一级支流堵河干流湖北省竹山县境内,坝址控制流域面积9 040 km2,工程开发任务以发电为主,对上游潘口水电站的发电流量进行反调节以解除潘口电站的生态基流泄放要求。小漩水库正常蓄水位264 m,死水位261.3 m,调节库容678万m3,具有日调节性能。电站装机容量50 MW,装机3台,保证出力12.7 MW,多年平均发电量1.494

关 键 词:反调节  正常蓄水位  死水位  径流调算  
收稿时间:2016-03-17

Study on optimization of characteristic level of Xiaoxuan Reservoir
CAO Guoliang,HUANG Xiuying.Study on optimization of characteristic level of Xiaoxuan Reservoir[J].Water Resources and Hydropower Engineering,2016,47(8):79-81.
Authors:CAO Guoliang  HUANG Xiuying
Affiliation:(Hubei Provincial Water Resources and Hydropower Planning Survey and Design Institute,Wuhan430064,Hubei, China)
Abstract:In order to determine the normal storage level and the dead water level of re-regulating reservoir,various factors necessary to be considered for determining the normal storage level and the dead water level of the re-regulation reservoir at the downstream of Pankou Hydropower Station——Xiaoxuan Reservoir are studied herein by taking it as the study case,and then the method for selecting the characteristic level of Xiaoxuan Reservoir is comprehensively analyzed as well.
Keywords:re-regulating reservoir  normal storage level  dead water level  runoff calculation  
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