长江科学院院报 ›› 2017, Vol. 34 ›› Issue (6): 7-11.DOI: 10.11988/ckyyb.20160994

• 江湖泥沙与治理 • 上一篇    下一篇

西藏扎拉水电站水库泥沙对电站运行影响试验研究

黄建成a,赵萍b,闫霞a,马秀琴a,周银军a   

  1. 长江科学院 a.河流研究所;b.国际河流研究所, 武汉 430010
  • 收稿日期:2016-09-26 修回日期:2016-11-03 出版日期:2017-06-01 发布日期:2017-06-19
  • 作者简介:黄建成(1962-),男,湖南长沙人,高级工程师,主要从事河流工程泥沙研究,(电话)027-82829873(电子信箱)1060912752@qq.com。
  • 基金资助:
    国家自然科学基金项目(51579014)

Influence of Reservoir Sedimentation on Operation of Tibet’s Zhala Hydropower Station

HUANG Jian-cheng1, ZHAO Ping2, YAN Xia1, MA Xiu-qin1, ZHOU Yin-jun1   

  1. 1.River Department, Yangtze River Scientific Research Institute, Wuhan 430010, China;
    2.Department of Transboundary Rivers,Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2016-09-26 Revised:2016-11-03 Published:2017-06-01 Online:2017-06-19

摘要: 为了分析西藏玉曲河扎拉水电站运行后水库泥沙对电站取水发电产生的影响,基于扎拉电站整体河工模型试验成果,对扎拉电站运用50 a水库泥沙淤积过程,泄水建筑物及电站引水口前泥沙淤积分布、淤积高程,电站过机泥沙特性进行了试验研究。结果表明水库运用50 a末,库区泥沙基本达到冲淤平衡,水库淤积总量约占总库容的66.45%;坝前泥沙淤积高程基本与底孔进口底高程齐平,对底孔泄流排沙影响不大;电站引水口前形成较明显的冲刷漏斗,引水渠淤积对电站正常引水影响不明显;电站过机泥沙,在水库运用初期没有>0.1 mm的粗沙,在水库运用50 a末,遇常年含沙量洪水, 过机泥沙中粒径>0.1 mm的粗沙占过机总沙量的3.2%。建议下阶段进行优化水库调度,提高水库排沙效率的研究,进一步减少水库泥沙淤积,减轻泥沙对机组的磨损。

关键词: 西藏扎拉水电站, 水库泥沙淤积, 电站引水渠泥沙淤积, 含沙量, 过机泥沙, 河工模型

Abstract: In order to investigate the influence of reservoir sedimentation on the operation of Zhala hydropower station on Yuqu River of Tibet, we conducted overall physical river model test and researched the sediment accumulation process in an operation period of 50 years, the distribution and elevation of sediment deposition in front of discharge structures and water inlet of the power station, as well as the sediment characteristics through turbines. Research results suggest that in the end of the 50-year operation, the sediment of the reservoir area basically reaches scouring-deposition balance, with total deposition quantity reaching about66.45%of the reservoir capacity. The sedimentation elevation in front of the dam is almost equal to the elevation of water inlet bottom of bottom hole, posing little impact on sediment discharge through bottom hole. Moreover, apparent scouring funnel is formed in front of the power station inlet, indicating that sediment accumulation in approach channel has no obvious influence on water diversion of the power station. In initial impoundment period, the particle size of sediment through turbine is less than or equal to 0.1 mm, but in the end of the 50-year operation, coarse sediment (particle size larger than 0.1 mm) accounts for 3.2% of the total sediment through turbine. In the aim of reducing sedimentation and abrasion to the power units, we recommend to optimize the reservoir scheduling and to improve the sediment discharge efficiency in the next stage.

Key words: Tibet’s Zhala Hydropower Station, sediment deposition of reservoir, sediment deposition in approach channel of power station, sediment concentration, sediment through turbines, river model

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