盐岩地下储气库风险分级机制初探
|
摘要
能源储备是国家重大战略需求,目前国内已经开始大规模兴建盐岩能源地下储库群,由于国内的盐岩储库地层具有埋深浅、盐层薄、夹层多、品位低等特点,导致建库难度大、运行风险高,因此,开展盐岩地下油气储库风险分析研究具有重要的理论意义和工程应用价值。针对国内盐岩地下油气储库现状,在风险分析中引入功能设计理念,以体积收缩率作为储库运营期风险的单项分级指标,初步提出了地下油气储库运营风险分级机制的基本方法,以国内某盐岩地下储气库为例,通过流变计算获得不同储气内压变化条件下,储库风险随时间的变化规律,较好地验证了所提方法的合理性和有效性。
Energy storage is greatly demand by the national strategy,so large-scale underground salt-rock gas storage constructions had been begun to build.There are many characteristics of domestic salt rock gas storage on geology,such as bedded salt rock is thin,has much interlayer,and the geology is more complex.It is difficult to build and manage it.So it is more significant to carry out researches on assessing the risk of salt rock gas strorage for the theoretical research and engineering technique.Performance-based design(PBD) method has been imported into risk analysis to classify the salt rock storage risk level in current situations.Volumetric shrinkage of the salt rock storage is regarded as individual factors on classifying the risk level.Numerical simulation is carried out to evaluate the creep of a salt rock gas storage in China on different gas pressures.Risk level under different gas pressures for different times on the storage is obtained.The results also verify that the method proposed is reasonable and valid for salt rock gas storage risk analysis.
Energy storage is greatly demand by the national strategy,so large-scale underground salt-rock gas storage constructions had been begun to build.There are many characteristics of domestic salt rock gas storage on geology,such as bedded salt rock is thin,has much interlayer,and the geology is more complex.It is difficult to build and manage it.So it is more significant to carry out researches on assessing the risk of salt rock gas strorage for the theoretical research and engineering technique.Performance-based design(PBD) method has been imported into risk analysis to classify the salt rock storage risk level in current situations.Volumetric shrinkage of the salt rock storage is regarded as individual factors on classifying the risk level.Numerical simulation is carried out to evaluate the creep of a salt rock gas storage in China on different gas pressures.Risk level under different gas pressures for different times on the storage is obtained.The results also verify that the method proposed is reasonable and valid for salt rock gas storage risk analysis.
引文
[1]杨春和,梁卫国,魏东吼,等.中国盐岩能源地下储存可行性研究[J].岩石力学与工程学报,2005,24(24):4409-4417YANG Chun-he,LIANG Wei-guo,WEI Dong-hou.Investigation on possibility of energy storage in salt rock in China[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(24):4409-4417.
[2]吴文,杨春和,侯正猛.盐岩中能源(石油和天然气)地下储存力学问题研究现状及其进展[J].岩石力学与工程学报,2005,24(增2):5561-5568.WU Wen,YANG Chun-he,HOU Zheng-meng.Inv-estigation on studied situations association with mechanical aspects and development for underground storage of petroleum and natural gas in rocksalt[J].Chinese Journal of Rock Mechanics and Engineering,2004,24(Supp.):4409-4417.
[3]郤保平,赵阳升,赵延林,等.层状盐岩储库长期运行腔体围岩流变破坏及渗透现象研究[J].岩土力学,2008,29(增):241-246.XI Bao-ping,ZHAO Yang-sheng,ZHAO Yan-lin,et al.Investigation on rheodestruction and permeability of surrounding rock for long-term running storage cavern in bedded rock salt[J].Rock and soil Mechanics,2008,29(Supp.):241-246.
[4]STORMONT J C.In situ gas permeability measurements to delineate damage in rock salt[J].Int.J.Rock Mech.Min.Sci.,1997,34(7):1055-1064.
[5]STORMONT J C,DAEMEN J J K.Laboratory study of gas permeability changes in rock salt during deformation[J].Int.J.Rock Mech.Min.Sci.&Geomech.Abstr.,1999,29(4):325-342.
[6]CELESTINO T B,AOKI N,SILVA R M.Evaluation of tunnel support structure reliability[J].Tunnelling and Underground Space Technology,2006:311.
[7]YOU KWANGHO,PARK YEONJUN,LEE J S.Risk analysis for determination of a tunnel support pattern[J].Tunnelling and Underground Space Technology,2005,20:479-486
[8]ANTANAS KUDZYAZYS.Reliability evaluation of idealized tunnel systems:Discussion to:Shigeyuki Kohno,Alfredo H-S.Ang and Wilson H.Tang Structural Safety,11(2)(April1992)[J].Structural Safety,1993,12:241-242.
[9]刘宁.可靠度随机有限元法及其工程应用[M].北京:中国水利水电出版社,2001.
[10]韩宪军.弹模随机场对地下洞室可靠度计算结果的影响[J].西安科技大学学报,2007,27(2):214-217.HAN Xian-jun.Effect of elastic modulus random field of surrounding rocks on reliability calculation of underground chamber[J].Journal of Xi'an University of Science and Technology,2007,27(2):214-217.
[11]陈建康,朱殿芳,赵文谦,等.基于响应面法的地下洞室结构可靠度分析[J].岩石力学与工程学报,2005,24(2):351-356.CHEN Jian-kong,ZHU Dian-fang,ZHAO Wen-qian.Structure reliability analysis of underground cavern based on response surface method[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(2):351-356.
[12]黄宏伟.隧道及地下工程建设中的风险管理研究进展[J].地下空间与工程学报,2006,(2):13-20.HUANG Hong-wei.State of the art of the research on risk management in construction of tunnel and underground works[J].Chinese Journal of Underground Space and Engineering,2006,(2):13-20.
[13]HAMBURGER R O,MOEHLE J P.State of Performance based engineering in the United State[C]//PEER,The Second U.S-Japan-American Workshop on Performance-based Earthquake Engineering Methodology for RC Building Structures.Japan:PEER,2000.
[14]贾超,金峰,张楚汉.基于功能的结构抗震设计研究进展[J].世界地震工程,2006,22(1):32-36.JIA Chao,JIN Feng,ZHANG Chu-han.The research progress of performance-based seismic design theory[J].World Earthquake Engineering,2006,22(1):32-36.
[15]尹雪英,杨春和,陈剑文.金坛盐矿老腔储气库长期稳定性分析数值模拟[J].岩土力学,2006,27(6):869-874.YIN Xue-ying,YANG Chun-he,CHEN Jian-wen.Numerical simulation research on long-time stability of gas storage in Jintan salt mine[J].Rock and soil Mechanics,2006,27(6):869-874.
[16]HERRMANN W,WAWERSIK W R,LAUSON H S.Analysis of steady state creep of southeastern new mexico bedded salt[R].Sandia:Sandia National Laboratories SAND80-0558,1980.
[17]HERRMANN W,WAWERSIK W R,LAUSON H S.Creep curves and fitting parameters for southeastern new mexico rock salt[R].Sandia:Sandia national Laboratories,SAND80-0087,1980b.
[18]SJAARDEMA G D,KRIEG R D.A constitutive model for the consolidation of WIPP crushed salt and its use in analyses of backfilled shaft and drift configurations[R].Sandia:Sandia National Laboratories,SAND87-1977,1987.
[2]吴文,杨春和,侯正猛.盐岩中能源(石油和天然气)地下储存力学问题研究现状及其进展[J].岩石力学与工程学报,2005,24(增2):5561-5568.WU Wen,YANG Chun-he,HOU Zheng-meng.Inv-estigation on studied situations association with mechanical aspects and development for underground storage of petroleum and natural gas in rocksalt[J].Chinese Journal of Rock Mechanics and Engineering,2004,24(Supp.):4409-4417.
[3]郤保平,赵阳升,赵延林,等.层状盐岩储库长期运行腔体围岩流变破坏及渗透现象研究[J].岩土力学,2008,29(增):241-246.XI Bao-ping,ZHAO Yang-sheng,ZHAO Yan-lin,et al.Investigation on rheodestruction and permeability of surrounding rock for long-term running storage cavern in bedded rock salt[J].Rock and soil Mechanics,2008,29(Supp.):241-246.
[4]STORMONT J C.In situ gas permeability measurements to delineate damage in rock salt[J].Int.J.Rock Mech.Min.Sci.,1997,34(7):1055-1064.
[5]STORMONT J C,DAEMEN J J K.Laboratory study of gas permeability changes in rock salt during deformation[J].Int.J.Rock Mech.Min.Sci.&Geomech.Abstr.,1999,29(4):325-342.
[6]CELESTINO T B,AOKI N,SILVA R M.Evaluation of tunnel support structure reliability[J].Tunnelling and Underground Space Technology,2006:311.
[7]YOU KWANGHO,PARK YEONJUN,LEE J S.Risk analysis for determination of a tunnel support pattern[J].Tunnelling and Underground Space Technology,2005,20:479-486
[8]ANTANAS KUDZYAZYS.Reliability evaluation of idealized tunnel systems:Discussion to:Shigeyuki Kohno,Alfredo H-S.Ang and Wilson H.Tang Structural Safety,11(2)(April1992)[J].Structural Safety,1993,12:241-242.
[9]刘宁.可靠度随机有限元法及其工程应用[M].北京:中国水利水电出版社,2001.
[10]韩宪军.弹模随机场对地下洞室可靠度计算结果的影响[J].西安科技大学学报,2007,27(2):214-217.HAN Xian-jun.Effect of elastic modulus random field of surrounding rocks on reliability calculation of underground chamber[J].Journal of Xi'an University of Science and Technology,2007,27(2):214-217.
[11]陈建康,朱殿芳,赵文谦,等.基于响应面法的地下洞室结构可靠度分析[J].岩石力学与工程学报,2005,24(2):351-356.CHEN Jian-kong,ZHU Dian-fang,ZHAO Wen-qian.Structure reliability analysis of underground cavern based on response surface method[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(2):351-356.
[12]黄宏伟.隧道及地下工程建设中的风险管理研究进展[J].地下空间与工程学报,2006,(2):13-20.HUANG Hong-wei.State of the art of the research on risk management in construction of tunnel and underground works[J].Chinese Journal of Underground Space and Engineering,2006,(2):13-20.
[13]HAMBURGER R O,MOEHLE J P.State of Performance based engineering in the United State[C]//PEER,The Second U.S-Japan-American Workshop on Performance-based Earthquake Engineering Methodology for RC Building Structures.Japan:PEER,2000.
[14]贾超,金峰,张楚汉.基于功能的结构抗震设计研究进展[J].世界地震工程,2006,22(1):32-36.JIA Chao,JIN Feng,ZHANG Chu-han.The research progress of performance-based seismic design theory[J].World Earthquake Engineering,2006,22(1):32-36.
[15]尹雪英,杨春和,陈剑文.金坛盐矿老腔储气库长期稳定性分析数值模拟[J].岩土力学,2006,27(6):869-874.YIN Xue-ying,YANG Chun-he,CHEN Jian-wen.Numerical simulation research on long-time stability of gas storage in Jintan salt mine[J].Rock and soil Mechanics,2006,27(6):869-874.
[16]HERRMANN W,WAWERSIK W R,LAUSON H S.Analysis of steady state creep of southeastern new mexico bedded salt[R].Sandia:Sandia National Laboratories SAND80-0558,1980.
[17]HERRMANN W,WAWERSIK W R,LAUSON H S.Creep curves and fitting parameters for southeastern new mexico rock salt[R].Sandia:Sandia national Laboratories,SAND80-0087,1980b.
[18]SJAARDEMA G D,KRIEG R D.A constitutive model for the consolidation of WIPP crushed salt and its use in analyses of backfilled shaft and drift configurations[R].Sandia:Sandia National Laboratories,SAND87-1977,1987.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心