›› 2007, Vol. 28 ›› Issue (1): 57-62.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Investigation on optimized gas recovery velocity of natural gas storage in salt rock layer by numerical simulation

CHEN Feng, YANG Chun-he, BAI Shi-wei   

  1. Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2005-10-08 Online:2007-01-10 Published:2013-08-28

Abstract: There are large numbers of brine-extracted caverns which can be reconstructed as the nature gas storage in the exploited salt mine. It can availably shorten the construction time of natural gas storage and eliminate the disadvantaged effect of brine-extracted caverns to the environment. Based on the geological data of the salt mine and the mechanical behavior of salt rock, the four brine-extracted caverns which will be reconstructed to the nature gas storages are studied by the three-dimensional numerical simulation. The stress state around the caverns and the volume convergence law of the caverns are studied under the various gas recovery velocities. The better conclusion about the optimized gas recovery velocity of natural gas storage is obtained by the research.

Key words: salt rock, brine-extracted cavern, natural gas storage, creep, gas recovery velocity

CLC Number: 

  • TU 45
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246.
[2] CAO Meng, YE Jian-hong, . Creep-stress-time four parameters mathematical model of calcareous sand in South China Sea [J]. Rock and Soil Mechanics, 2019, 40(5): 1771-1777.
[3] ZHU Sai-nan, YIN Yue-ping, LI Bin, . Shear creep behavior of soft interlayer in Permian carbonaceous shale [J]. Rock and Soil Mechanics, 2019, 40(4): 1377-1386.
[4] WANG Tao, LIU Si-hong, ZHENG Shou-ren, LU Yang, . Experimental study of compression characteristics of rockfill materials with composite grout [J]. Rock and Soil Mechanics, 2019, 40(4): 1420-1426.
[5] LI Xin, LIU En-long, HOU Feng, . A creep constitutive model for frozen soils considering the influence of temperature [J]. Rock and Soil Mechanics, 2019, 40(2): 624-631.
[6] JIANG De-yi, LI Xiao-kang, CHEN Jie, LI Xiao-jun, LIU Wei, KANG Yan-fei, . Model test and numerical calculation of double-well flow field in layered salt rock [J]. Rock and Soil Mechanics, 2019, 40(1): 165-172.
[7] ZENG Yin, LIU Jian-feng, ZHOU Zhi-wei, WU Chi, LI Zhi-cheng, . Creep acoustic emission and damage evolution of salt rock under uniaxial compression [J]. Rock and Soil Mechanics, 2019, 40(1): 207-215.
[8] CHEN Feng, ZHANG Qing-qing, YAO Wei, YE Liang-liang, . Dilation behavior and dilation angle model of salt rock with mudstone [J]. Rock and Soil Mechanics, 2018, 39(S2): 195-201.
[9] LIU Quan-sheng, LUO Ci-you, CHEN Zi-you, LIU He, SANG Hao-min, WANG Wen-kai, . Development of triaxial rheological testing equipment for in-situ rock mass [J]. Rock and Soil Mechanics, 2018, 39(S2): 473-479.
[10] TANG Jian-xin, TENG Jun-yang, ZHANG Chuang, LIU Shu, . Experimental study of creep characteristics of layered water bearing shale [J]. , 2018, 39(S1): 33-41.
[11] CAI Ting-ting, FENG Zeng-chao, ZHAO Dong, JIANG Yu-long,. A creep model for lean coal based on hardening-damage mechanism [J]. , 2018, 39(S1): 61-68.
[12] ZHANG Yu, WANG Ya-ling, YU Jin, ZHANG Xiao-dong, LUAN Ya-lin,. Creep behavior and its nonlinear creep model of deep gypsum mudstone [J]. , 2018, 39(S1): 105-112.
[13] YANG Xiu-rong, JIANG An-nan, JIANG Zong-bin. Creep test and damage model of soft rock under water containing condition [J]. , 2018, 39(S1): 167-174.
[14] ZHAI Ming-lei, GUO Bao-hua, LI Bing-yang, JIAO Feng,. Energy and deformation characteristics of rock joints under multi-stage shear loading-creep-unloading conditions [J]. , 2018, 39(8): 2865-2872.
[15] XIANG Gao, LIU Jian-feng, LI Tian-yi, XU-YANG Meng-di, DENG Chao-fu, WU Chi,. Study of fractal and damage characteristic in the deformation and failure process of salt rack based on acoustic emission [J]. , 2018, 39(8): 2905-2912.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao,TANG Hui-ming,LIU Yu. A new model for landslide displacement prediction based on set pair analysis and fuzzy-Markov chain[J]. , 2009, 30(11): 3399 -3405 .
[2] ZHANG Chun-hui, YU Yong-jiang, ZHAO Quan-sheng. Seepage-stress elastoplastic coupling model of heterogeneous coal and numerical simulation[J]. , 2009, 30(9): 2837 -2842 .
[3] WANG Zhi-jie,LUO Ya-sheng,YANG Yong-jun. Study of dynamic structural characteristics of unsaturated loesses in different regions[J]. , 2010, 31(8): 2459 -2464 .
[4] RUAN Chang-qing,TU Yu-Min YU Ya-nan. Study of limit sliding resistance force on retaining structure with tenon[J]. , 2010, 31(8): 2514 -2518 .
[5] LIU Jun-yan,LIU Yan,WANG Hai-ping. Design of removing diagonal brace in sub region considering coordinating role of space support systems[J]. , 2010, 31(9): 2854 -2860 .
[6] LU Zheng, YAO Hai-lin, CHENG Ping, WU Wan-ping. Ground vibration of soft subgrade subjected to a non-uniformly distributed train load[J]. , 2010, 31(10): 3286 -3294 .
[7] TAN Xiao-hui, BI Wei-hua, HU Xiao-jun, WU Kun-ming. Study of relationship between sample size and fuzzy random reliability indices of slope stability[J]. , 2011, 32(2): 579 -584 .
[8] HOU Gong-yu,NIU Xiao-song. Perfect elastoplastic solution of axisymmetric circular openings in rock mass based on Levy-Mises constitutive relation and D-P yield criterion[J]. , 2009, 30(6): 1555 -1562 .
[9] DAVE CHANG Ta-teh,CHANG Chia-hao. Experimental research on pullout test of waste tire with sand confinement[J]. , 2011, 32(3): 733 -737 .
[10] XIAO Ming-zhao,ZHOU Cheng-hao ,CHENG Yun,FENG Xiao-la ,YANG Jun-mei. Application of finite elements and modified simplex method jointed programming technology to displacement back analysis[J]. , 2011, 32(3): 899 -904 .