Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (8): 2205-2220.doi: 10.16285/j.rsm.2023.0120

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Control theory of gas blanket in energy storage salt cavern construction with nitrogen dissolution inhibition

LIU Wei1, LI De-peng1, GAO Li2, WAN Ji-fang3, LI Lin1, TANG Hai-jun2, XU Gui-chun2, JIANG De-yi1   

  1. 1. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, China; 2. SINOPEC Jiangsu Oilfield Branch Petroleum Engineering Technology Research Institute, Yangzhou, Jiangsu 225009, China; 3. CNPC Engineering Technology R&D Company Limited, Beijing 102206, China
  • Online:2023-08-21 Published:2023-08-21
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52074046, 51804003) and the Chongqing Talent Program Young Top Talents (cstc2022ycjh-bgzxm0035).

Abstract: Salt caverns have good stability and air-tightness, and thus are ideal places for storage of natural gas, oil, hydrogen, etc. The oil blanket used in the conventional salt caverns created by solution mining has problems such as poor dissolution inhibition effect and heavy oil contamination, which cannot meet the requirements of green mine construction. As a substitute, gas blanket has attracted much attention. However, its application is hindered due to great difficulty in control, and the complex geological conditions of salt rock strata in China. To this end, the characteristics of gas blanket control at different cavern construction stages were analyzed first, and then the methods for predicting the thickness of gas blanket and calculating the gas injection amount at different stages were proposed based on the analysis of the pressure balance at the gas-liquid interface. Combined with an example of a well in the groove construction period, the recommended thickness of gas blanket and its fluctuation range were given, and the variation law of the gas blanket thickness and the gas injection amount with the cavern construction progress was proved. Finally, the key problems related to the application of gas blanket were discussed. The results showed that the gas blanket thickness is mainly controlled during the groove construction and roof formation periods, and the gas-liquid interface position is mainly controlled during the cavern construction and cavern repair periods. It is suggested that the average gas blanket thickness during the groove construction period should not be less than 0.3 m. The thickness of gas blanket fluctuates rapidly at the beginning of the groove construction period, and thus a larger gas blanket thickness should be set up and the nitrogen should be replenished in time. Then the gas blanket thickness tends to be stable, and the gas replenishment interval can be gradually extended. With the increase of cavern construction time, the single gas replenishment volume becomes larger and larger, and the cumulative gas replenishment volume increases linearly as a whole. During cavern construction, the wellhead gas pressure and the gas pressure at the gas-liquid interface increase first and then decrease linearly, and the wellhead gas pressure change shall be monitored in real time. The cost of gas blanket is close to that of oil blanket, but the environmental benefits are significant, and the discharged nitrogen and wellhead gas injection facilities can be reused to save costs. The position of gas-liquid interface should be monitored on site in real time by combining optical fiber monitoring and neutron logging.

Key words: salt cavern storage, nitrogen dissolution inhibition, pressure balance, gas blanket design, gas-liquid interface

CLC Number: 

  • TU 457
[1] ZHANG Shu-chao, HE Shao-hui, ZHU Zi-peng, LI Cheng-hui,. Research on soil conditioning for earth pressure balance shield tunneling in Lanzhou sandy pebble strata with rich water [J]. , 2017, 38(S2): 279-286.
[2] GUO Yu-hai ,WANG Meng-shu ,ZHANG Zhao-huang ,WANG Lei . Analysis and calculation of reverse torque of earth pressure balance shield [J]. , 2013, 34(5): 1449-1452.
[3] HOU Yong-mao , YANG Guo-xiang , GE Xiu-run , ZHENG Yi-feng , GU Chen-ying . Study of distribution properties of water and earth pressure at excavation face and in chamber of earth pressure balance shield with super-large diameter [J]. , 2012, 33(9): 2713-2718.
[4] ZHU Qian-lin, LI Xiao-chun, WEI Ning, HU Hai-xiang. Influence of bubble size on fluid resistance in porous media [J]. , 2012, 33(3): 913-918.
[5] LI Yuan,ZHANG Qiang-yong,JIA Chao,LIU Jian,LI Shu-cai,YANG Chun-he. Fault tree analysis of salt cavern storage during its operational period [J]. , 2011, 32(4): 1125-1130.
[6] QIN Jian-she , YU Xing-fu , ZHONG Xiao-chun , ZHU Wei,. Numerical research on face movement and collapse of shield tunneling in silt ground [J]. , 2007, 28(S1): 511-515.
[7] HAN Yue-wang , ZHONG Xiao-chun , ZHU Wei , YU Xing-fu,. Soil conditioning influence on face stability of shield tunnel [J]. , 2007, 28(S1): 516-520.
[8] ZHU He-hua , XU Qian-wei , LIAO Shao-ming , YU Ning , FU De-ming , WU Xiang-song . Experimental study on thrust force during tunnel excavation with earth pressure balance shield machine [J]. , 2007, 28(8): 1587-1594.
[9] QIN Jian-she , ZHU Wei. Study on flowing through screw conveyor during excavation with EPB shieldStudy on flowing through screw conveyor during excavation with EPB shield [J]. , 2004, 25(10): 1632-1636.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] LU Zheng, YAO Hai-lin, LUO Xing-wen, HU Meng-ling. 3D dynamic responses of layered ground under vehicle loads[J]. , 2009, 30(10): 2965 -2970 .