New Evaluation Method of Permeability Stress Sensitivity Based on Visual Fracture Aperture Measurement

Expand
  • 1.State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation, Southwest Petroleum University,
    Chengdu 610500,China;
    2. College of Energy Resources,Chengdu University of Technology,Chengdu 610500,China.

Received date: 2010-11-30

  Revised date: 2011-03-16

  Online published: 2011-06-10

Abstract

Reservoir stress sensitivity evaluation is an important tool in reservoirs protection,production forecast,and development program decision. Because the fracture surface is not smooth,the fracture width is not a constant value along the fracture,and it can change with the wellbore pressure.It is still debatable which width value property of facture variati on has been argument. To solve this problem,the microscopic image analysis device for loading rocks has been used. The distribution and variation of facture width and permeability has been investigated at different confining pressures. In combination with conventional experimental evaluation of reservoir stress sensitivity,we discuss the eigenvalues of fracture aperture. The results show that aperture distribution would keep a normal distribution when the confining pressure increase between 0MPa and 20MPa,and the process of fracture compaction shows a property of self similarity. The narrow aperture is more sensitive to the confining pressure than that wide one,but the changed range for the absolute value of wide aperture is lager than that of narrow one. The wider fracture aperture constrains the variation of fracture. Permeability of 90% is determined by only 10% of the larger fracture aperture in the fractured rock samples. The fracture aperture corresponding to 90% at ordinate axis in the aperture accumulation distribution curve can be used to evaluate the stress sensitivity of fracture tight reservoir. The new results are consistent with conventional methods,which verify the selected eigenvalue is validity.

Cite this article

LI Da-Qi, KANG Yi-Li, ZHANG Hao . New Evaluation Method of Permeability Stress Sensitivity Based on Visual Fracture Aperture Measurement[J]. Natural Gas Geoscience, 2011 , 22(3) : 494 -500 . DOI: 10.11764/j.issn.1672-1926.2011.03.494

References

[1]Lorenz J C.Stress Sensitive Reservoirs[R].SPE 50977,1999.
[2]Fatt I,Davis D H.Reduction in permeability with overburden pressure[J].Petroleum Transactions,AIME,1952,195:329.
[3]Fatt I.The effect of overburden pressure on relative permeability[J].Petroleum Transactions,AIME,1953,198:236.
[4]Wyble D O.Effect of applied pressure on conductivity,porosity and permeability of sandstones[J].Petroleum Transactions,AIME,1958,231:430-432.
[5]Dobrynin V M.The effect of overburden pressure on some properties of sandstones[J].SPE Journal,1962,2(4):360-366.
[6]Morita N,Gray K E,Jogi P N,et al.Rock Property Change During Reservoir Compaction[R].SPE 13099,1984.
[7]Gray H D,Fatt I,Bergamini G.The effect of stress on permeability of sandstone cores[J].SPE Journal,1963,3(2):95-100.
[8]Wilhelmi B,Somerton W H.Simultaneous Measurement of Pore and Elastic Properties of Rocks under Triaxial Stress Conditions[R].SPE 1706,1967.
[9]Holt R M.Permeability Reduction Induced by a Nonhydrostatic Stress Field[R].SPE 19595,1989.
[10]Bernabé Y.The effective pressure law for permeability in Chelmsford granite and Barre granite[J].International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1986,23(3):267-275.
[11]Zhang Youtian.Rock Hydraulics and Engineering[M].Beijing:China Water Power Press,2005.[张有天.岩石水力学与工程[M].北京:中国水利水电出版社,2005.]
[12]Zhu Zhende,Guo Haiqing.Principles of Fractured Rock Mass Hydraulics[M].Beijing:Science Press,2007.[朱珍德,郭海庆.裂隙岩体水力学基础[M].北京:科学出版社,2007.]
[13]Zhang Hao,Kang Yili,Chen Yijian,et al.Deformation theory and stress sensitivity of tight sandstones reservoirs[J].Natural Gas Geoscience,2004,15(5):482-486.[张浩,康毅力,陈一健,等.致密砂岩油气储层岩石变形理论与应力敏感性[J].天然气地球科学,2004,15(5):482-486.]
[14]Yan Fengming,Kang Yili,Li Song,et al.Simulated experiment on stress sensitivity in fractured-vuggy reservoir[J].Natural Gas Geoscience,2010,21(3):489-493.[闫丰明,康毅力,李松,等.裂缝—孔洞型碳酸盐岩储层应力敏感性实验研究[J].天然气地球科学,2010,21(3):489-493.]
[15]Louis C.Rock Hydrolics[A]//Muller L ed.Rock Mechanics.New York:Elsevier Science,1974.
[16]Ali H S,Al-Marhoun M A,Abu-Khamsin S A,et al.The Effect of Overburden Pressure on Relative Permeability[R].SPE 15730,1987.
[17]Jiang Guancheng.Study on the stress sensitivity of fissured reservoir[J].Drilling Fluid & Completion Fluid,1998,15 (5):12-14.[蒋官澄.裂缝性储层应力敏感性研究[J].钻井与完井夜,1998,15(5):12-14.]
[18]Nelson.Fracture Permeability in Porous Reservoirs:Experimental and Field Approach[D].Texas:Department of Geology,Texas A and M University,1975.
[19]Kranz R L,Frankel A D,Engelder T,et al.The permeability of whole and jointed Barre granite[J].International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1979,16(2):225-234.
[20]Gale J E.The effects of fracture type (induced versus natural) on the stress,fracture closure,fracture permeabity relationships[C]//Goodman R E,Huze R E.Proceeding of the 23rd Rock Mechanics Symposium Berkeley,1982:290-298.
[21]Jones F O.A Laboratory Study of the Effects of Confining Pressure on Fracture Flow and Storage Capacity in Carbonate Rocks[R].SPE 4569,1975.
[22]Jones F O,Owens W W.A Laboratory Study of Low Permeability Gas Sands[R].SPE 3634,1980.
[23]Walsh J B.Effect of pore and confining pressure on fracture permeability[J].International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1981,18(5):429-435.
[24]Lan Lin,Kang Yili,Chen Yijian,et al.Investigation on experimental method and assessment criterion for reservoir stress-sensitivity[J].Drilling and Completion Fluids,2005,22(3):1-4,79.[兰林,康毅力,陈一健,等.储层应力敏感性评价实验方法与评价指标探讨[J].钻井液与完井液,2005,22(3):1-4,79.]
[25]Xue Yongchao,Chen Linsong.Experiment study on permeability variation with confining pressure in micro-fracture and low permeability rock[J].Petroleum Geology and Experiment,2007,29(1):108-110.[薛永超,程林松.微裂缝低渗透岩石渗透率随围压变化实验研究[J].石油实验地质,2007,29(1):108-110.]
[26]Wu Yanqing.Geohydraulics[M].Beijing:Science Press,2009.[仵彦卿.岩土水力学[M].北京:科学出版社,2009.]
[27]Liu Jishan.Seepage formulation in a single fracture under normal stress[J].Hydrogeology and Engineering Geology,1987,14(2):32-33,28.[刘继山.单裂隙受正应力作用时的渗流公式[J].水文地质工程地质,1987,14(2):32-33,28.]
[28]Putra E,Muralidharan V,Schechter D S.Overburden pressure affects fracture aperture and fracture permeability in a fracture reservoir[J].Saudi Aramco Journal of Technology,2003:58-63.
[29]Lin Guangrong,Shao Chuangguo,Xu Zhenfeng.Study on reservoir stress sensibility using CMS-300 core measuring instrument[J].Petroleum Instruments,2003,17(6):32-34.[林光荣,邵创国,徐振峰.利用CMS-300岩芯测定仪研究储层应力敏感[J].石油仪器,2003,17(6):32-34.]
[30]Huitt J L.Fluid flow in simulated fractures[J].Aiche Journal,1955,2(2):259-264.
[31]Neuzil C E,Tracy J V.Flow through fractures[J].Water Resour Resear,1981,17(1):191-194.
[32]Zhang Hao,Kang Yili,Chen Jingshan,et al.Study on visualization for stress sensibility of fracture width in reservoir[J].Drilling & Production Technology,2007,30(1):41-43.[张浩,康毅力,陈景山,等.储层裂缝宽度应力敏感性可视化研究[J].钻采工艺,2007,30(1):41-43.]

Outlines

/