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天生桥二级水电站引水防沙设计与运行效果 被引量:4

Design and Operation Effect of Sediment Prevention and Water Diversion on the Tianshengqiao Cascade-II Hydropower Station
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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小库容水库取水,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沙设施,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沙效果。 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 waysi 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 iayout of sediment prevention;doing sediment model test;operation reservoir reasonably.
作者 严军
出处 《水力发电》 北大核心 2007年第5期23-26,共4页 Water Power
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 flow and sediment sediment prevention design effect of water diversion and sediment control Tianshengqiao - Ⅱ Hydropower Station
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参考文献5

  • 1南京水利科学研究院.天生桥水电站首部枢纽防沙试验[R].1983.
  • 2贵阳勘测设计研究院.南盘江天生桥二级(坝索)水电站重编初步设计[R].1985.
  • 3杨志伟.南盘江天生桥二级(坝索)水电站枢纽排沙设计.混凝土坝技术,1992,(2):9-14.
  • 4贵阳勘测设计研究院.南盘江天生桥二级(坝索)水电站技术设计报告[R].1992.
  • 5贵阳勘测设计研究院.南盘江天生桥二级水电站大坝安全注册设计自检报告[R].1997.

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