›› 2005, Vol. 26 ›› Issue (8): 1294-1297.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Vector properties and calculation model for directional rock permeability

WANG Duan-ping, ZHOU Yong-yi, MA Pan-guang, TIAN Tong-hui   

  1. Geological Science Research Institute for Shengli Oil Field Subsidiary of Sinopec Ltd., Dongying 257015, China
  • Received:2004-03-10 Online:2005-08-10 Published:2013-12-26

Abstract: The researches and practice show that the permeability is often apparently related to direction, hence permeability is a kind of vector. The geological origins of directional permeability are expounded. Some confusable viewpoints, which occur when understanding and using the vector properties of permeability, are analyzed and put right. Also it is revealed that the resultant vector of two permeability vectors in two different directions can not serve as the rock permeability of the direction to which the resultant vector point; and the projection of a permeability vector can not be used as the permeability of the projection direction. Furthermore, A quantitative calculation model is deduced for anisotropic permeability. The horizontal permeability in any direction could be calculated by virtue of this model. Moreover, this calculation model of permeability could be used to compute the directional transmissibility in numerical reservoir simulation, and to design the well spaces in different directions for anisotropic reservoir.

Key words: permeability, vector property, anisotropy, transmissibility

CLC Number: 

  • TU 452
  • 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] YIN Xiao-meng, YAN E-chuan, WANG Lu-nan, WANG Yan-chao, . Effect of water and microstructure on wave velocity anisotropy of schist and its mechanism [J]. Rock and Soil Mechanics, 2019, 40(6): 2221-2230.
[3] JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238.
[4] 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.
[5] 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.
[6] 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.
[7] ZHANG Kun-yong, ZANG Zhen-jun, LI Wei, WEN De-bao, CHARKLEY Frederick Nai, . Three-dimensional elastoplastic model of soil with consideration of unloading stress path and its experimental verification [J]. Rock and Soil Mechanics, 2019, 40(4): 1313-1323.
[8] 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.
[9] KE Zhi-qiang, WANG Huan-ling, XU Wei-ya, LIN Zhi-nan, JI Hua, . Experimental study of mechanical behaviour of artificial columnar jointed rock mass containing transverse joints [J]. Rock and Soil Mechanics, 2019, 40(2): 660-667.
[10] ZHOU Hui, CHENG Guang-tan, ZHU Yong, ZHANG Chun-sheng, . Anisotropy of shear characteristics of rock joint based on 3D carving technique [J]. Rock and Soil Mechanics, 2019, 40(1): 118-126.
[11] 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.
[12] 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.
[13] 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.
[14] LI Shen-zhen, SHA Peng, WU Fa-quan, WU Jie. Anisotropic characteristics analysis of deformation of layered rock mass [J]. Rock and Soil Mechanics, 2018, 39(S2): 366-373.
[15] 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.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Ying-yong,ZHANG Ding-li,ZHANG Hong-bo,SONG Xiu-guang. Research on failure mechanism and effects of prestressed anchor cables for reinforcing slopes[J]. , 2010, 31(1): 144 -150 .
[2] CAI Hui-teng, LI Ying-min, OU Bing-song. Testing study of dynamic shear modulus and damping ratio of typical soils in Fuzhou area[J]. , 2010, 31(2): 361 -365 .
[3] LI Jing,MIAO Lin-chang,ZHONG Jian-chi,FENG Zhao-xiang. Deformation and damping characteristics of EPS beads-mixed lightweight soil under repeated load-unloading[J]. , 2010, 31(6): 1769 -1775 .
[4] WANG Zhen-hong,ZHU Yue-ming,WU Quan-huai,ZHANG Yu-hui. Thermal parameters of concrete by test and back analysis[J]. , 2009, 30(6): 1821 -1825 .
[5] CHEN Li-hua , LIN Zhi , LI Xing-ping. Study of efficacy of systematic anchor bolts in highway tunnels[J]. , 2011, 32(6): 1843 -1848 .
[6] ZHAO Ming-hua, LEI Yong, ZHANG Rui. Study of punching failure mode and safe thickness of pile foundation in karst region[J]. , 2012, 33(2): 524 -530 .
[7] XIA Li-nong , MIAO Yun-dong , TAN Tie-qiang. Three-dimensional finite element analysis of negative skin friction behaviors in pile groups with cap[J]. , 2012, 33(3): 887 -891 .
[8] MA Gang , CHANG Xiao-lin , ZHOU Wei , ZHOU Chuang-bing . Deep anti-sliding stability analysis of gravity dam based on Cosserat continuum theory[J]. , 2012, 33(5): 1505 -1512 .
[9] LIU Jun-xin ,CHEN Zhong-fu ,XU Wei-fang ,CHEN Gang . Experimental study of dynamic properties of compacted clay under different compaction degrees and water contents[J]. , 2012, 33(6): 1631 -1639 .
[10] WANG Yu ,JIA Zhi-gang ,LI Xiao ,WANG Can ,YU Hong-ming . Fuzzy random reliability analysis of slope based on fuzzy point estimate method[J]. , 2012, 33(6): 1795 -1800 .