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天生桥二级水电站引水防沙设计与运行效果
引用本文:严军.天生桥二级水电站引水防沙设计与运行效果[J].水力发电,2007,33(5):23-26.
作者姓名:严军
作者单位:国电大渡河流域水电开发有限公司,四川,成都,610016
摘    要:南盘江属于南方多沙河流,天生桥二级水电站首部进水口是低坝水库容水库取水,在天生桥一级水库建成之前能否解决好引水防沙难题,是工程建设成败的关键。通过选择较理想的坝址、利用一个开阔河弯的末端布置引水防水设施,深入研究水沙条件,优化防沙设施布置,开展泥沙模型试验验证,实行水库合理调度运行,较理想地达到了引水防水效果。

关 键 词:水沙条件  防沙设计  引水防沙效果  天生桥二级水电站
文章编号:0559-9342(2007)05-0023-04
修稿时间:2006-07-05

Design and Operation Effect of Sediment Prevention and Water Diversion on the Tianshengqiao Cascade-Ⅱ Hydropower Station
Yan Jun.Design and Operation Effect of Sediment Prevention and Water Diversion on the Tianshengqiao Cascade-Ⅱ Hydropower Station[J].Water Power,2007,33(5):23-26.
Authors:Yan Jun
Affiliation:China Guodian Dadu Hydropower Development Co., Ltd., Chengdu Sichuan 610016
Abstract:The head inlet of the Tianshengqiao Cascade-II Hydropower Station is located at a river bend of the Nanpan River,which is a sediment-laden river in the south of China.How to solve the problem of water diversion and sediment control is the key to construct the project successfully before the Tianshengqiao Cascade-I Hydropower Station is built.The intention of sediment prevention design is achieved ideally through these ways: selecting a suitable dam site and using water diversion and sediment control at the end of a wide river bend;analyzing flow and sediment thoroughly;optimizing the layout of sediment prevention;doing sediment model test;operating reservoir reasonably.
Keywords:
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