›› 2013, Vol. 34 ›› Issue (1): 250-258.

• Geotechnical Engineering • Previous Articles     Next Articles

Study of dam site selection of Kala hydropower station based on landslide risk assessment

QUAN Wei1, 2,TAN Yue-hu2,LI Er-bing2,XU Hui3   

  1. 1. The Third Engineering Research Institute of the Headquarters of the General Staff, Luoyang, Henan 471023, China; 2. Engineering Institute of Engineering Corps, PLA University of Science and Technology, Nanjing 210007, China; 3. Hydrochina Huadong Engineering Corporation, Hangzhou 310014, China
  • Received:2011-08-25 Online:2013-01-10 Published:2013-01-10

Abstract: 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.

Key words: landslide, risk assessment, risk index, dam site selection

CLC Number: 

  • TV 212.2
[1] CHEN He, ZHANG Yu-fang, ZHANG Xin-min, WEI Shao-wei, . Full-scale model experiments on anti-sliding characteristics of high-pressure grouting steel-tube micropiles [J]. Rock and Soil Mechanics, 2020, 41(2): 428-436.
[2] YU Yi-fan, WANG Ping, WANG Hui-juan, XU Shu-ya, GUO Hai-tao, . Physical model test of seismic dynamic response to accumulative landslide [J]. Rock and Soil Mechanics, 2019, 40(S1): 172-180.
[3] YAN Guo-qiang, YIN Yue-ping, HUANG Bo-lin, ZHANG Zhi-hua, DAI Zhen-wei, . Formation mechanism and deformation characteristics of Jinjiling landslide in Wushan, Three Gorges Reservoir region [J]. Rock and Soil Mechanics, 2019, 40(S1): 329-340.
[4] CHEN Wu, ZHANG Guo-hua, WANG Hao, CHEN Li-biao, . Risk assessment of mountain tunnel collapse based on rough set and conditional information entropy [J]. Rock and Soil Mechanics, 2019, 40(9): 3549-3558.
[5] HUANG Xiao-hu, LEI De-xin, XIA Jun-bao, YI Wu, ZHANG Peng, . Forecast analysis and application of stepwise deformation of landslide induced by rainfall [J]. Rock and Soil Mechanics, 2019, 40(9): 3585-3592.
[6] DENG Mao-lin, YI Qing-lin, HAN Bei, ZHOU Jian, LI Zhuo-jun, ZHANG Fu-ling, . Analysis of surface deformation law of Muyubao landslide in Three Gorges reservoir area [J]. Rock and Soil Mechanics, 2019, 40(8): 3145-3152.
[7] YUGuo, XIE Mo-wen, HU Qing-zhong, JIN Yu-peng, . A method for calculating the three-dimensional landslide speed of reservoir bank based on GIS [J]. Rock and Soil Mechanics, 2019, 40(7): 2781-2788.
[8] ZHAO Jiu-bin, LIU Yuan-xue, LIU Na, HU Ming, . Spatial prediction method of regional landslide based on distributed bp neural network algorithm under massive monitoring data [J]. Rock and Soil Mechanics, 2019, 40(7): 2866-2872.
[9] WANG Xiang-nan, LI Quan-ming, YU Yu-zhen, YU Jia-lin, LÜ He, . Simulation of the failure process of landslides based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(6): 2435-2442.
[10] YANG Zong-ji, CAI Huan, LEI Xiao-qin, WANG Li-yong, DING Peng-peng, QIAO Jian-ping, . Experiment on hydro-mechanical behavior of unsaturated gravelly soil slope [J]. Rock and Soil Mechanics, 2019, 40(5): 1869-1880.
[11] PEI Xiang-jun, ZHU Ling, CUI Sheng-hua, ZHANG Xiao-chao, LIANG Yu-fei, GAO Hui-hui, ZHANG Zi-dong. Liquefaction characteristics of interlayer dislocation zone of Daguangbao landslide and its start-up cause [J]. Rock and Soil Mechanics, 2019, 40(3): 1085-1096.
[12] ZHANG Long-fei, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, KANG Tian. Mechanical model and stability analysis of progressive failure for thrust-type gently inclined shallow landslide [J]. Rock and Soil Mechanics, 2019, 40(12): 4767-4776.
[13] JIANG Qiang-qiang, JIAO Yu-yong, SONG Liang, WANG Hao, XIE Bi-ting, . Experimental study on reservoir landslide under rainfall and water-level fluctuation [J]. Rock and Soil Mechanics, 2019, 40(11): 4361-4370.
[14] ZHANG Ting-ting, LI Jiang-shan, WANG Ping, XUE Qiang, . Stabilization characteristics and risk assessment of hexavalent chromium-contaminated soils by ferrous sulfate treatment [J]. Rock and Soil Mechanics, 2019, 40(10): 3928-3936.
[15] LIU Yong, HU Bao-dan, CHEN Zhe. A similarity measurement method for multiple information data of landslide [J]. Rock and Soil Mechanics, 2019, 40(10): 4001-4010.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] XU Ming, CHEN Jin-feng, SONG Er-xiang. Large scale triaxial testing of Douposi moderately-to-slightly weathered fill materials[J]. , 2010, 31(8): 2496 -2500 .
[2] RAN Long, HU Qi. Analysis of seepage failure of deep foundation pit in silty sand[J]. , 2009, 30(1): 241 -245 .
[3] ZHAO Jia-xi, QI Hui, YANG Zai-lin. Scattering of SH-waves by a shallow buried cylindrical inclusion with a partially debonded curve in half space[J]. , 2009, 30(5): 1297 -1302 .
[4] HE Jun,HE Shi-xiu,HU Qi-zhi. Analysis of organic contaminant transfer through intact composite liner[J]. , 2009, 30(6): 1653 -1657 .
[5] WEI Ning,LI Xiao-chun,WANG Yan,GU Zhi-meng. Resources quantity and utilization prospect of methane in municipal solid waste landfills[J]. , 2009, 30(6): 1687 -1692 .
[6] NIU Wen-jie,YE Wei-min,LIU Shao-gang,YU Hai-tao. Limit analysis of a soil slope considering saturated-unsaturated seepage[J]. , 2009, 30(8): 2477 -2482 .
[7] WANG Ke-liang, LIU Ling, SUI Tong-bo , XU Yun-hai, HU Ting-zheng. Experiment research on anti-shear(cut)performance of dam bedrock-rubber powder modified concrete in-situ[J]. , 2011, 32(3): 753 -756 .
[8] LIN Da-ming1,2,SHANG Yan-jun1,SUN Fu-jun3,SUN Yuan-chun1,2,WU Feng-bo1,2,LIU Zhi. Study of strength assessment of rock mass and application[J]. , 2011, 32(3): 837 -842 .
[9] JIN Xu-hao , LU Wen-bo , TIAN Yong , YAN Peng , CHEN Ming. Analysis of mechanisms of S wave generated in rock blasting process[J]. , 2011, 32(S2): 228 -232 .
[10] HUANG Zhi-peng , DONG Yan-jun , LIAO Nian-chun , YIN Jian-min , ZHOU Jiang-ping . Deformation monitoring and analysis of left bank high slope at Jinping I hydropower station[J]. , 2012, 33(S2): 235 -242 .