›› 2008, Vol. 29 ›› Issue (6): 1634-1638.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on effect of rock deformation on recovery of west Wen-13 Block Reservoirs

WANG Rui1, YUE Xiang-an1, ZHANG Feng-yi1, LI Feng-hui2, PANG Hong-wei3   

  1. 1. CMOE Key Laboratory of Petroleum Engineering, China University of Petroleum, Enhanced Oil Recovery Research Center, Beijing 102249, China; 2. CNOOC Tianjin Branch Company, Tianjin 300450, China; 3. CNODC, Beijing 100034, China
  • Received:2007-04-05 Online:2008-06-10 Published:2013-07-15

Abstract: Low-permeable abnormal high-pressure reservoirs own some characters that elastic energy is abundant, and reservoirs are under-compacted, and rocks are prone to elastoplastic deformation. According to these features, an approximate relationship of final recovery and petrophysical property based on Darcy’s law is achieved; and the concept of permeability variation factor is introduced to analyze the affecting factors on recovery rate. Taking West Wen-13 block for example, exploitation methods of such reservoirs are analyzed and discussed by means of permeability variation factor, combining with pressure sensitive experiment of different fluid permeability, experiments of permeability change in different pressure loading modes, and depressurizing elastic drive and water flooding experiments. The results show that a higher oil recovery can be obtained by maintaining slower depressurizing speed and higher pore pressure.

Key words: permeability, variation factor, fluid medium, loading modes, elastic drive, water flooding

CLC Number: 

  • TU 443
  • 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] WANG Chen-lin, ZHANG Xiao-dong, DU Zhi-gang, . Experimental study of the permeability of coal specimen with pre-existing fissure under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(6): 2140-2153.
[2] YU Liang-gui, ZHOU Jian, WEN Xiao-gui, XU Jie, LUO Ling-hui, . Standard exploration of permeability coefficient test for clay by HCA [J]. Rock and Soil Mechanics, 2019, 40(6): 2293-2302.
[3] LIU Jian, CHEN Liang, WANG Chun-ping, MA Li-ke, WANG Ju. A new method of calculating gas permeability of rock under unsteady flow condition and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1721-1730.
[4] TAO Gao-liang, WU Xiao-kang, GAN Shi-chao, XIAO Heng-lin, MA Qiang, LUO Chen-chen, . Experimental study and model prediction of permeability coefficient of unsaturated clay with different initial void ratios [J]. Rock and Soil Mechanics, 2019, 40(5): 1761-1770.
[5] ZHANG Zhao, CHENG Jing-xuan, LIU Feng-yin, QI Ji-lin, CHAI Jun-rui, LI Hui-yong, . Physical approach to predict unsaturated permeability function based on soil particle size distribution [J]. Rock and Soil Mechanics, 2019, 40(2): 549-560.
[6] LIU Yi-fei, ZHENG Dong-sheng, YANG Bing, ZHU Bing, SUN Ming-xiang. Microscopic simulation of influence of particle size and gradation on permeability coefficient of soil [J]. Rock and Soil Mechanics, 2019, 40(1): 403-412.
[7] ZHU Chang-qi, CUI Xiang, HU Ming-jian, WANG Xin-zhi, TANG Jian-jian, . Study of electric conductivity and permeability of calcareous soil [J]. Rock and Soil Mechanics, 2018, 39(S2): 142-148.
[8] MA Rui-nan, GUO Hong-xian, CHENG Xiao-hui, LIU Jing-ru, . Permeability experiment study of calcareous sand treated by microbially induced carbonate precipitation using mixing methods [J]. Rock and Soil Mechanics, 2018, 39(S2): 217-223.
[9] WANG Ke-zhong, JIN Zhi-hao, YANG Mai-zhen, LIU Xian-liang, LIU hua, . Permeability stability study of overhang rock cofferdam during excavating foundation pit of water intake tower [J]. Rock and Soil Mechanics, 2018, 39(S2): 415-422.
[10] LI Yu-dan, DONG Ping-chuan, ZHOU Da-wei, WU Zi-seng, WANG Yang, CAO Nai. A dynamic model of apparent permeability for micro fractures in shale gas reservoirs [J]. , 2018, 39(S1): 42-50.
[11] DONG Jin-yu, WANG Chuang, ZHOU Jian-jun, YANG Ji-hong, LI Yan-wei,. Experimental study of foam-improved sandy gravel soil [J]. , 2018, 39(S1): 140-148.
[12] WANG Wei, FANG Zhi-ming, LI Xiao-chun,. Experimental and model analysis of permeability of coal sample from Qinshui basin under hydrostatic pressure conditions [J]. , 2018, 39(S1): 251-257.
[13] ZUO Yu-jun, SUN Wen-ji-bin, WU Zhong-hu, XU Yun-fei, . Experiment on permeability of shale under osmotic pressure and stress coupling [J]. , 2018, 39(9): 3253-3260.
[14] FENG Shang-xin, CHAI Jun-rui, XU Zeng-guang, QIN Yuan, CHEN Xi. Mesostructural change of soil-rock mixtures based on NMR technology [J]. , 2018, 39(8): 2886-2894.
[15] YANG Jian-min, HUO Wang-wen,. A character of elliptical regional land subsidence due to horizontal anisotropic permeability [J]. , 2018, 39(8): 2960-2976.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YANG Guang, SUN Xun, YU Yu-zhen, ZHANG Bing-yin. Experimental study of mechanical behavior of a coarse-grained material under various stress paths[J]. , 2010, 31(4): 1118 -1122 .
[2] MA Xiao-hua, CAI Yuan-qiang, XU Chang-jie. Rocking vibration of an elastic strip footing on saturated soil[J]. , 2010, 31(7): 2164 -2172 .
[3] HAO Dong-xue, CHEN Rong, LUAN Mao-tian, WU Ke. Numerical analysis of SBPT for estimation of undrained shear strength[J]. , 2010, 31(7): 2324 -2328 .
[4] WANG Zhe-chao, LI Shu-cai. One-dimensional mechanical behavior of granular material under high stresses(Part I): compression behavior[J]. , 2010, 31(10): 3051 -3057 .
[5] ZOU De-gao,XU Bin,KONG Xian-jing. Study of influence of different methods for calculating Rayleigh damping coefficient on high earth-rock dam seismic response[J]. , 2011, 32(3): 797 -803 .
[6] LEI Hong-jun,LIU Zhong-ge,YU Yu-zhen,Lü He. Experimental study of seepage characteristics of clayey soil-structure interface under large shear deformation[J]. , 2011, 32(4): 1040 -1044 .
[7] DONG Jin-yu , YANG Ji-hong , SUN Wen-huai , HUANG Zhi-quan , WANG Dong , YANG Guo-xiang. Prediction of deformation and failure of a large-scale deposit slope during reservoir water level fluctuation[J]. , 2011, 32(6): 1774 -1780 .
[8] BING Hui , HE Ping. Experimental study of water and salt redistributions of saline soil with different freezing modes[J]. , 2011, 32(8): 2307 -2312 .
[9] LI Wei-chao, XIONG Ju-hua, YANG Min. Improved method for calculating anti-overturning safety factor of cement-soil retaining wall in layered soil[J]. , 2011, 32(8): 2435 -2440 .
[10] ZHANG Gui-min , LI Yin-ping , SHI Xi-lin , YANG Chun-he , WANG Li-juan. Research on a model material preparation method for alternate layered rock mass and preliminary experiment[J]. , 2011, 32(S2): 284 -289 .