›› 2012, Vol. 33 ›› Issue (9): 2683-2690.

• Geotechnical Engineering • Previous Articles     Next Articles

Research on site selection evaluation method of salt cavern gas storage with analytic hierarchy process

JING Wen-jun1, YANG Chun-he1, 2, LI Yin-ping1, YANG Chang-lai3   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Key Laboratory for Exploitation of Southwestern Resources and Environmental Disaster Control Engineering, Ministry of Education, Chongqing University, Chongqing 400044, China; 3. Natural Gas Branch Company, China Petroleum Chemical Industry Co., Ltd., Beijing 100120, China
  • Received:2011-05-07 Online:2012-09-11 Published:2012-09-12

Abstract: The problem of site selection evaluation for salt cavern gas storage arises along with the rapid development of salt cavern gas storages. Based on the classification of the influence factors and the analysis of site selection for salt cavern gas storage, Analytic hierarchy process is used to build a layer structural model. Using expert investigation method, the importance weights of 18 influence factors are obtained. Then taking the advices of the experts on salt cavern gas storage building and the related research results into consideration, index suitability standards and synthetical evaluation standards of site selection evaluation for salt cavern gas storage are put forward. Combined with the importance weights of 18 influence factors, a formula is developed to calculate the synthetical appropriate value P of site selection. The results provide a feasible method and theory for the construction of salt cavern gas storage in China. Finally, this method is used to evaluate the suitability of building salt cavern in Yunying salt mine. The result is consistent with the expert opinions, which shows that this method is reasonable.

Key words: site selection evaluation, salt cavern gas storage, analytic hierarchy process

CLC Number: 

  • TU 443
[1] CHEN Xiang-sheng, LI Yin-ping, SHI Xi-lin, YE Liang-liang, YANG Chun-he, . Analysis of leakage risks and prevention measures of underground salt cavern gas storage [J]. Rock and Soil Mechanics, 2019, 40(S1): 367-373.
[2] YIN Hong-wu, MA Hong-ling, SHI Xi-lin, YANG Chun-he,. A new method for permeability test on mudstone interlayer in a salt cavern gas storage [J]. , 2017, 38(8): 2241-2248.
[3] JIANG De-yi , ZHANG Jun-wei , CHEN Jie , REN Song , YANG Chun-he , . Analysis of influencing factors of salt rock’s shear characteristics in brine soak environment [J]. , 2015, 36(2): 333-339.
[4] LI Hao-ran ,YANG Chun-he ,CHEN Feng ,MA Hong-ling ,JING Wen-jun ,XU Yu-long,. Application of variable weight theory and relative difference function to evaluating stability of salt cavern for underground gas storage [J]. , 2014, 35(4): 1194-1202.
[5] PAN Jian ,ZHOU Sen ,LIN Pei-yuan ,MA Yong . Preliminary study of risks of karst collapse in Guangzhou Baiyun district [J]. , 2013, 34(9): 2589-2600.
[6] JIANG De-yi , SONG Shu-yi , REN Song , CHEN Jie , YANG Chun-he . Analysis of factors influencing rock salt dissolution rate under triaxial stress effect [J]. , 2013, 34(4): 1025-1030.
[7] REN Song ,WEN Yong-jiang ,JIANG De-yi ,CHEN Jie ,QU Dan-an ,YANG Chun-he . Experimental research on softening in mudstone interlayer [J]. , 2013, 34(11): 3110-3116.
[8] GU Cheng-zhuang , YANG Hong-fa , HU Xie-wen , ZENG Jin-xiu , LUO Gang . Analysis of energy conversion of earthquake-induced landslide based on fuzzy synthetic evaluation [J]. , 2012, 33(S1): 297-302.
[9] MENG Fan-qi , LI Guang-jie , WANG Qing-bing , QIN Sheng-wu , ZHAO Hai-qing , JIN Xin. Research on early warning of debris flow based on efficacy coefficient method [J]. , 2012, 33(3): 835-840.
[10] ZHAI You-cheng , CAO Wen-gui , WANG Jiang-ying , ZHANG Yong-jie. Fuzzy evaluation method of slope stability based on uncertain analytic hierarchy process [J]. , 2011, 32(S2): 539-543.
[11] XU Zhen-hao , LI Shu-cai , LI Li-ping , HOU Jian-gang , SUI Bin , SHI Shao-shuai. Risk assessment of water or mud inrush of karst tunnels based on analytic hierarchy process [J]. , 2011, 32(6): 1757-1766.
[12] DING Li-hong. Research on estimation of slope stability based on improved grey correlation analysis and analytic hierarchy process [J]. , 2011, 32(11): 3437-3441.
[13] MENG Fan-qi,LI Guang-jie,LI Ming,MA Jian-quan,WANG Qian. Application of stepwise discriminant analysis to screening evaluation factors of debris flow [J]. , 2010, 31(9): 2925-2929.
[14] CHEN Jie-jin,ZHOU Feng,YANG Jun-sheng,LIU Bao-chen. Fuzzy analytic hierarchy process for risk evaluation of collapse during construction of mountain tunnel [J]. , 2009, 30(8): 2365-2370.
[15] LIU Xiao,TANG Hui-ming,LIU Yu. Landslide deformation dynamic modeling research based on set pair analysis [J]. , 2009, 30(8): 2371-2378.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] DONG Cheng, ZHENG Ying-ren, CHEN Xin-ying, TANG Xiao-song. Research on composite support pattern of soil nails and prestressed anchors in deep foundation pits[J]. , 2009, 30(12): 3793 -3796 .
[2] REN Song, JIANG De-yi, YANG Chun-he, TENG Hong-wei. Creep tests on shale of cracking position in Gonghe tunnel and simulating it by DEM[J]. , 2010, 31(2): 416 -421 .
[3] LI Rong-tao. A coupled chemoplastic-damage constitutive model for plain concrete subjected to high temperature[J]. , 2010, 31(5): 1585 -1591 .
[4] MA Wen-tao. Forecasting slope displacements based on grey least square support vector machines[J]. , 2010, 31(5): 1670 -1674 .
[5] YU Lin-lin,XU Xue-yan,QIU Ming-guo, LI Peng-fei,YAN Zi-li. Influnce of freeze-thaw on shear strength properties of saturated silty clay[J]. , 2010, 31(8): 2448 -2452 .
[6] WANG Xie-qun,ZHANG You-xiang,ZOU Wei-lie,XIONG Hai-fan. Numerical simulation for unsaturated road-embankment deformation and slope stability under rainfall infiltration[J]. , 2010, 31(11): 3640 -3644 .
[7] WANG Wei, LIU Bi-deng, ZHOU Zheng-hua, WANG Yu-shi, ZHAO Ji-sheng. Equivalent linear method considering frequency dependent stiffness and damping[J]. , 2010, 31(12): 3928 -3933 .
[8] WANG Hai-bo,XU Ming,SONG Er-xiang. A small strain constitutive model based on hardening soil model[J]. , 2011, 32(1): 39 -43 .
[9] LIU Hua-li , ZHU Da-yong , QIAN Qi-hu , LI Hong-wei. Analysis of three-dimensional end effects of slopes[J]. , 2011, 32(6): 1905 -1909 .
[10] LU Wei,XIANG Yan-yong,TANG Chao. Model experiment and numerical simulation of flow and heat transfer for sand-filled fractured rock model[J]. , 2011, 32(11): 3448 -3454 .