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Evaluation of Groundwater Leakage into a Drainage Tunnel in Jinping-I Arch Dam Foundation in Southwestern China: A Case Study

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成果类型:
期刊论文
作者:
Chen, Yi-Feng*;Hong, Jia-Min;Zheng, Hua-Kang;Li, Yi;Hu, Ran;...
通讯作者:
Chen, Yi-Feng
作者机构:
[Hong, Jia-Min; Zhou, Chuang-Bing; Chen, Yi-Feng; Zheng, Hua-Kang; Hu, Ran] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China.
[Li, Yi] Changsha Univ Sci & Technol, Sch Hydraul Engn, Changsha 410114, Hunan, Peoples R China.
[Zhou, Chuang-Bing] Nanchang Univ, Sch Civil Engn & Architecture, Nanchang 330031, Peoples R China.
通讯机构:
[Chen, Yi-Feng] W
Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China.
语种:
英文
关键词:
Jinping-I arch dam;Groundwater flow;Fractured rocks;Seepage control;Inverse modeling
期刊:
Rock Mechanics and Rock Engineering
ISSN:
0723-2632
年:
2016
卷:
49
期:
3
页码:
961-979
基金类别:
National Natural Science Foundation of ChinaNational Natural Science Foundation of China (NSFC) [51222903]; National Basic Research Program of ChinaNational Basic Research Program of China [2011CB013503]
机构署名:
本校为其他机构
院系归属:
水利工程学院
摘要:
The Jinping-I double-curvature arch dam, located in the middle reach of Yalong River and with a maximum height of 305 m, is the world’s highest dam of this type that has been completed. Since the second stage of reservoir impounding, after which the reservoir water level was gradually raised by about 232 m, a significant amount of leakage was observed from the drainage holes drilled in the lowest drainage tunnel at the left bank abutment at an elevation of 1595 m a.s.l. (above sea level), with an observed maximum pressure of about 0.3 MPa. A number of investigations, ...

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