Study of dam site selection of Kala hydropower station based on landslide risk assessment
|更新时间:2026-06-25
|
Study of dam site selection of Kala hydropower station based on landslide risk assessment
Vol. 34, Issue 1, (2013)
作者机构:
1. 总参工程兵科研三所,河南,洛阳,471023
2. 中国人民解放军理工大学 工程兵工程学院,南京,210007
3. 中国水电顾问集团华东勘测设计研究院,杭州,310014
作者简介:
基金信息:
DOI:
CLC:TV212.2
Online First:10 January 2013,
Published:2013
稿件说明:
移动端阅览
QUAN Wei, TAN Yue-hu, LI Er-bing, et al. Study of dam site selection of Kala hydropower station based on landslide risk assessment[J]. 2013, 34(1).
DOI:
QUAN Wei, TAN Yue-hu, LI Er-bing, et al. Study of dam site selection of Kala hydropower station based on landslide risk assessment[J]. 2013, 34(1).DOI:
Study of dam site selection of Kala hydropower station based on landslide risk assessment
Taking Kala hydropower station on the Yalong River for example
aiming at the problem of quantitative assessment of group landslide risk in hydropower station dam site selection
and taking the analysis of landslide risk and vulnerability into consideration
four index parameters—engineering influence coefficient
importance coefficient
distance modulus and status coefficient of landslides are introduced. A hydropower landslide risk assessment system which considers the landslide status and the influence of human activity on landslide is built based on annual expected loss index. According to a comprehensive assessment method in which the index of dam site safety
the loss index of power output and river dredging caused by river blocking
and the loss index of surge damage are taken as the standard indices
the principle of balance security and economy is used to get the result of the dam site selection with landslide assessment. The improved risk assessment method under the same dimension is adopted; and it is demonstrated that the calculation and analysis are reliable than the traditional method in practice; therefore it can be used as a reference for dam site selection.
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Evaluation of landslide susceptibility degree based on catastrophe theory
Elastoplastic models and calculation analysis of portal double-row anti-slide piles
Surface displacement field measurement for landslide model test based on computer aided inspection
Experiment results and analysis of landslide monitoring by using GPS PPP technology
Related Author
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
XIE Jiang-wei
TENG Han-qing
SONG Sheng-yuan
Related Institution
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
College of Construction Engineering, Jilin University
Three Gorges Survey and Research Institute Co., Ltd..