长江科学院院报 ›› 2015, Vol. 32 ›› Issue (5): 57-60.DOI: 10.3969/j.issn.1001-5485.2015.05.011

• 工程安全与灾害防治 • 上一篇    下一篇

铜街子水电站右岸大坝抬升原因浅析

张超萍1a,王东1a,1b,沈定斌2,黄会宝2,于真真1a   

  1. 1.四川大学 a.水利水电学院;b.水力学与山区河流开发保护国家重点实验室, 成都 610065;
    2.国电大渡河公司库坝管理中心,四川 乐山 614900
  • 收稿日期:2013-12-11 出版日期:2015-05-01 发布日期:2015-05-14
  • 作者简介:张超萍(1989-),女,湖南邵阳人,硕士研究生,研究方向为水工结构及基础工程,(电话)15184372796
  • 基金资助:
    四川省科技支撑计划项目(2014FZ0043)

Causes of Uplift Deformation on the Right Bank of the Damof Tongjiezi Hydropower Station

ZHANG Chao-ping1,WANG Dong1,2,SHEN Ding-bin3,HUANG Hui-bao3, YU Zhen-zhen1   

  1. 1.School of Water Resource﹠Hydropower Engineering, Sichuan University, Chengdu 610065, China;
    2.State Key Laboratory of Hydraulics and Mountain River Engineering, Chengdu 610065, China;
    3. Reservoir and Dam Management Center, China Guodian Dadu River Hydropower Development Co., Ltd., Leshan 614900, China
  • Received:2013-12-11 Online:2015-05-01 Published:2015-05-14

摘要: 铜街子水电站,在水库蓄水后,以18坝段分界,呈现出左侧坝段沉降、右坝段抬升的罕有异常状况,大坝上抬量从左至右逐渐增大。通过开展监测资料信息挖掘,以及构造地质水文地质状况分析,断定该异常状况系因独特的构造及水文地质,在水库蓄水后引起深层承压水变动,导致的区域连锁反应。电站自蓄水以来,水位一直保持在正常蓄水位左右,坝址区内的渗流状态已经稳定,抬升变形也逐渐趋于稳定,不会影响到大坝安全。

关键词: 铜街子, 坝体抬升, 大坝监测, 相关分析, 承压水

Abstract: :Rarely seen abnormalities including settlement on the left and uplift deformation on the right with section 18# as dividing line were found at Tongjiezi Hydropower Station after reservoir impoundment. Through mining the monitored information and analyzing the structural geology and hydrogeology condition, we concluded that the abnormalities are regional chain reactions resulted from the unique structure and hydrogeology, which caused the change of deep confined water after reservoir impoundment. Since the impoundment, water level has remained normal, seepage in the dam site has stablized, and the uplift deformation gradually tends to be stable. At present it is not yet a threat to the safety of dam.

Key words: Tongjeizi, uplift of dam body, safety monitoring, correlation analysis, confined water

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