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西安理工大学学报 Journal of X i’an U niversity of T echno logy (2003)V o l. 19 N o. 2 531
文章编号: 1006 4710 (2003) 02 0135 04
2 2 公伯峡水电站施工渡汛方案
2 王义民1, 田峰巍1, 黄强1, 谢小平1, 2
(1. 西安理工大学水利水电学院, 陕西西安 710048; 2. 黄河上游水电开发公司)
摘要: 通过分析公伯峡水电站施工渡汛的影响因素, 确定龙羊峡水库的运行方式是影响施
工渡汛的主要因素。针对龙羊峡水库的实际运行情况, 着重研究了龙羊峡水库不同运行方式
对公伯峡水电站施工渡汛的影响, 给出了合理的渡汛方案。
关键词: 水电站; 施工渡汛; 洪水调度
中图分类号: TV 697. 1 文献标识码: A
The Scheme of Flood Handling D ur ing Con struction Per iod of Gongbox ia Hydro-Power Station
WAN G Yi m in1, T IAN Feng w ei1, HUAN G Q iang1, X IE X iao p ing1, 2
(1. X i’an U niversity of Techno logy, X i’an 710048, China;
2. U p stream H ydropow er Exp loitation L TD of The Yellow R iver)
Abstract: T he facto rs w h ich affect flood handling du ring con struction period of Gongbox ia
hydro pow er station have been analysed and the operation mode of L ongyangx ia reservo ir
has been con sidered as the m ain facto r. Based on the real operation condition of
L ongyangx ia reservo ir, the influence of differen t operation modes of L ongyangx ia reser
vo ir on flood handling du ring con struction period of Gongbox ia hydro pow er station is has
been in ten sively studied, and the rational schem e has been p ropo sed.
Key words: hydro pow er station; flood handling du ring con struction period;
flood dispatch
公伯峡水电站枢纽距上游李家峡水电站 76 km , 距上游龙
公伯峡水电站施工渡汛方案 来自淘豆网www.taodocs.com转载请标明出处.