Stability of interbed for salt cavern gas storage in solution mining considering cusp displacement catastrophe theory

Le Yu , Jianjun Liu

Petroleum ›› 2015, Vol. 1 ›› Issue (1) : 82 -90.

PDF
Petroleum ›› 2015, Vol. 1 ›› Issue (1) :82 -90. DOI: 10.1016/j.petlm.2015.03.006
Original article
research-article
Stability of interbed for salt cavern gas storage in solution mining considering cusp displacement catastrophe theory
Author information +
History +
PDF

Abstract

Cusp displacement catastrophe theory can be introduced to propose a new method about instability failure of the interbed for gas storage cavern in bedded salt in solution mining. We can calculate initial fracture drawing pace of this interbed to obtain 2D and 3D gas storage shapes at this time. Moreover, Stability evaluation of strength reduction finite element method (FEM) based on this catastrophe theory can used to evaluate this interbed stability after initial fracture. A specific example is simulated to obtain the influence of the interbed depth, cavern internal pressure, and cavern building time on stability safety factor (SSF). The results indicate: the value of SSF will be lower with the increase of cavern building time in solution mining and the increase of interbed depth and also this value remains a rise with the increase of cavern internal pressure Especially, we can conclude that the second-fracture of the interbed may take place when this pressure is lower than 6 MPa or after 6 days later of the interbed after initial fracture. According to above analysis, some effective measures, namely elevating the tube up to the top of the interbed, or changing the circulation of in-and-out lines, can be introduced to avoid the negative effects when the second-fracture of the interbed may occur.

Keywords

Cusp displacement catastrophe theory / The interbed / Gas storage cavern / Initial fracture drawing pace / Stability evaluation / Safety factor

Cite this article

Download citation ▾
Le Yu, Jianjun Liu. Stability of interbed for salt cavern gas storage in solution mining considering cusp displacement catastrophe theory. Petroleum, 2015, 1(1): 82-90 DOI:10.1016/j.petlm.2015.03.006

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

R.L. Thoms, R. M Gehle, A brief history of salt cavern use, The 8th World Salt Symposium, [S. l.], vol. 2, Elsevier, 2002, pp. 207e214.

[2]

J.J. Liu, X.B. Yu, J.Z. Zhao, Numerical simulation of geostress and pore pressure evolution around oil or water well under different injectionproduction ratio, Math. Probl. Eng. (2013), http://dx.doi.org/10.1155/2013/604748.

[3]

C.H. Yang, W.G. Liang, H.D. Wei, Investigation on possibility of energy storage in salt rock in China, Chin. J. Rock Mech. Eng. 24 (24) (2005) 4409-4417.

[4]

Q.M. Wang, Salt Deposits in Solution Mining, Chemical Industry Press, Beijing, 2003.

[5]

Y.P. Li, C.H. Yang, et al., Experimental research on deformation and failure characteristics of laminated salt rock,in:Proceedings of the 6th Conference on the Mechanical Behaviors of Salt, Taylor & Francis Group, London, 2007.

[6]

X.L. Shi, Y.P. Li, C.H. Yang, Research on mechanical mechanism of interlayer collapse in solution mining for salt cavern gas storage, Rock Soil Mech. 30 (12) (2009) 3616-3626.

[7]

X.L. Shi, Y.P. Li, C.H. Yang, Test study of influence of brine on tensile strength of muddy intercalation, Chin. J. Rock Mech. Eng. 29 (11) (2009) 2302-2308.

[8]

C.H. Yang, Y.P. Li, X.Y. Yin, Cosserat medium constitutive model for laminated salt rock and numerical analysis of cavern stability in deep bedded salt rock formations, in:Proceedings of 41st U.S.Rock Mechanics Symposium & 50th Anniversary, Curran Associates Inc, Golden, USA, 2006.

[9]

J.J. Liu, L.Z. Zhang, J.Z. Zhao, Numerical simulation on open wellbore shrinkage and casing equivalent stress in bedded salt rock stratum, Sci. World J. (2013), 1155/2013/718196.

[10]

Y.P. Li, J. Liu, C.H. Yang, Influence of mudstone interlayer on deformation and failure characteristics of salt rock, Chin. J. Rock Mech. Eng. 25 (12) (2006) 2461-2466.

[11]

Charnavel Yvan, Lubin Nicolas,Insoluble deposit in salt cavern e test case, in: SMRI Fall Meeting. [S. l.]: [s. n.], 2002.

[12]

T.F. Barron, Regulatory, technical pressures prompt more U.S. salt e cavern gas storage (OGJ special), Oil Gas J (1994) 55-67.

[13]

S.J. Bauer, B. L Ehgartner, B. L Levin, et al., Waste disposal in horizontal solution mined caverns-considerations of site location, cavern stability, and development considerations, in: SMRI Fall Meeting. [S. l.]: [s. n.], 1998.

[14]

R.R. F Bekendam, W. A Paar,Induction of subsidence by brine removal, in: SMRI Fall Meeting. [S. l.]: [s. n.], 2002.

[15]

P. evans James, Permeability of fault-related rocks and implication for hydraulic structure of fault zones, J. Struct. Geol. 119 (11) (1998) 1393-1404.

[16]

H.B. Gao, W.G. Liang, The Study on Influencing Factor of Gypsum Rock Interlayer for the Building Cavern in Bedded Salt Rock Deposit, 2013.

[17]

Y.N. Zhao, Q.H. Wu, et al., Strength reduction method to study stability of goaf overlapping roof based on catastrophe theory, Chin. J. Rock Mech. Eng. 29 (7) (2010) 1425-1434.

[18]

P. Qu R.C. Shen H.C. Xu, Design method for geometry of dissolution cavity of salt gas storage considering the stability, Act A Pet. Sin. 28 (6) (2007) 142-146.

[19]

W.Z. Chen, G.J. Wu, Y.H. Dai, C.H. Yang, Stability analysis of abandoned salt caverns used for underground gas storage, Chin. J. Rock Mech. Eng. 25 (4) (2006) 849-854.

[20]

Ozarslan Ahmet, Large-scale hydrogen energy storage in salt caverns, Int. J. Hydrogen Energy 37 (2012) 14265-14277.

[21]

M.T. Luan, Y.J. Wu, T.K. Nian, Slope instability criterion and its application of plastic zone in strength reduction finite element method, J. Disaster Prev. Mitig. Eng. 23 (3) (2003) pp. 1-pp.8.

[22]

S.Y. Zhao, Y.R. Zhen, W.D. Deng, Stability analysis on jointed rock slope by strength reductionFEM,Chin. J.RockMech. Eng. 22(2) (2003)pp.254-pp.260.

[23]

Y.L. Zhao, Y. Zhang, W. Wan, Bedded salt rock mechanical properties and creep failure model, Mineral Eng. Res. 25 (1) (2010) pp. 16-pp.20.

[24]

H. Zheng, C.G. Li, C.F. Li, Finite element method for solving the factor of safety, Chin. J. Geotechnical Eng. 24 (5) (2002) pp. 626-pp.628.

[25]

Y.R. Zheng, C.Y. Qiu, H. Zhang, Exploration of stability analysis methods for surrounding rocks of soil tunnel, Chin. J. Rock Mech. Eng. 27 (10) (2008) 1968-1980.

PDF

0

Accesses

0

Citation

Detail

Sections
Recommended

/