长江科学院院报 ›› 2014, Vol. 31 ›› Issue (12): 54-58.DOI: 10.3969/j.issn.1001-5485.2014.12.011

• 工程安全与灾害防治 • 上一篇    下一篇

西藏中波水电站库区泥石流对工程影响研究

程英建1,2,石豫川3,石胜伟1,2,王敬勇4   

  1. 1.中国地质调查局 地质灾害防治技术中心, 成都 610081;
    2.中国地质科学院 探矿工艺研究所,成都 610081;
    3.成都理工大学 地质灾害防治与地质环境保护国家重点实验室, 成都 610059;
    4.中国水电顾问集团 华东勘测设计研究院, 杭州 310014
  • 收稿日期:2013-08-19 修回日期:2014-12-05 出版日期:2014-12-01 发布日期:2014-12-05
  • 通讯作者: 石豫川(1965-),男, 重庆奉节人,副教授,博士,主要从事岩土及工程地质学研究与教学工作,(电话)13608009017(电子信箱)syczxq@sina.com。
  • 作者简介:程英建(1988-),男, 四川自贡人,助理工程师,硕士,主要从事地质灾害形成机理及防治技术方面的研究,(电话)15680038020(电子信箱)cyjiet@163.com。
  • 基金资助:
    “十二五”国家科技支撑计划项目(2012BAK10B02-3);中国地质调查局资助项目(12120114094801)。

Engineering Influence of Debris Flows in the Reservoir Area of
Zhongbo Hydropower Station in Tibet

CHENG Ying-jian1,2, SHI Yu-chuan3, SHI Sheng-wei1,2, WANG Jing-yong4   

  1. 1.Technical Center for Geological Hazard Prevention and Control, CGS, Chengdu 610081, China;
    2.Institute of Exploration Technology, CAGS, Chengdu 610081, China;
    3.State Key Laboratory ofGeo-hazard Prevention and Geo-environment Protection, Chengdu University of Technology,Chengdu610059, China;
    4.Power China Huadong Engineering Corporation Limited, Hangzhou 310014, China
  • Received:2013-08-19 Revised:2014-12-05 Online:2014-12-01 Published:2014-12-05

摘要: 中波水电站位于西藏昌都地区玉曲河下游河段,经调查库区内共发育8条较大泥石流沟谷,是影响水电站施工与运营安全的地质隐患之一。在分析泥石流发育地质环境背景的基础上,评价了各沟泥石流危险程度,并着重从泥石流入汇堵江、冲击淤埋和水库淤积3个方面讨论了其工程影响。研究成果表明①库区泥石流沟不具备堵江的入汇条件;②泥石流百年内输砂总量301.77万m3,仅占水库总库容的1.125%;③须重点关注近坝的扎拉沟,泥石流危险性大,直接威胁枢纽区施工安全。研究成果对水工设计方案确定和防灾减灾都具有实际的工程意义。

关键词: 中波水电站, 玉曲河, 库区泥石流, 发育特征, 危险性, 工程影响

Abstract: Zhongbo hydropower station is located in the lower reaches of the Yuqu River, Qamdo of Tibet. Investigation shows that 8 large debris flow gullies develop in the reservoir area. By analyzing the geological environment of debris flows, we assessed the risk degree of debris flows. We also analyzed the impacts of debris flows on the project in detail, such as river blocking, collision siltation and reservoir sedimentation. Results suggest that (1) none of the debris flows have confluence conditions for blocking rivers; (2) the total sediment of debris flows will reach 3,017,700 m3 in the later century, accounting for 1.125% of the total reservoir capacity; (3) we should focus on the Zhala gully near the dam because it has high risk of debris flow and directly threatens the construction safety in the hydro-junction area.The research results are of practical significance for hydraulic design and disaster prevention.

Key words: Zhongbo hydropower station, Yuqu River, reservoir debris flow, development feature, risk degree, engineering influence

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