A Prediction Method of Compacted Rock Hydraulic Permeability Based on the MGEMTIP Model

被引:2
|
作者
Tong, Xiaolong [1 ,2 ]
Yan, Liangjun [2 ]
Xiang, Kui [2 ]
机构
[1] Yangtze Univ, Natl Engn Res Ctr Oil & Gas Drilling & Complet Tec, Sch Petr Engn, Wuhan 430100, Peoples R China
[2] Yangtze Univ, Key Lab Explorat Technol Oil & Gas Resources, Minist Educ, Wuhan 430100, Peoples R China
基金
中国国家自然科学基金;
关键词
resistivity; permeability; rock physics; effective; induced polarization (IP); INDUCED-POLARIZATION; POROUS-MEDIA; ELECTRICAL-CONDUCTIVITY; COMPLEX CONDUCTIVITY; RESISTIVITY; PARTICLES; TIME;
D O I
10.3390/min13020281
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The permeability of the fluid-bearing rock is an important parameter for reservoir prediction. The Kozeny-Carman (K-C) formulation based on electrical measurements effectively characterizes the permeability-resistivity relationship of rocks with a single mineral composition or high porosity. The complex pore structure and mineral composition of compacted reservoirs affect induced polarization (IP) characteristics, indirectly limiting the applicability of conventional electrical K-C models. The permeability of fluid-bearing rocks is an important parameter for reservoir prediction. The theoretical chargeability of the modified generalized effective medium theory of induced polarization (MGEMTIP) model includes the effects of various conductive minerals. Due to the disconnection assumption of the disturbed medium in the MGEMTIP, there is a significant difference between the theoretical chargeability and the measured chargeability, and the difference is a sensitive parameter of rock permeability. A semi-empirical reservoir permeability prediction model is proposed based on the MGEMTIP. Theoretically and experimentally, the prediction model based on MGEMTIP is compared with the two electrical K-C models. Under the condition that the rock does not contain low-resistivity minerals, the prediction model based on MGEMTIP is theoretically equivalent to the K-C model. The experimental results show that this prediction model is more suitable for low-porosity and low-permeability rocks containing low-resistivity minerals, and the prediction results can be effectively restricted to the same order of magnitude. From the perspective of differences between model assumptions and natural rocks, the prediction model provides a semi-empirical relationship between complex mineral IP characteristics and permeability. Combined with the geological information of the survey area, the permeability prediction model can provide a theoretical basis for reservoir permeability prediction based on electromagnetic exploration.
引用
收藏
页数:19
相关论文
共 50 条
  • [31] Study of rock fracture by permeability method
    J Geotech Geoenvir Eng, 7 (601-608):
  • [32] Study of rock fracture by permeability method
    Dept. of Civ. Engrg., Univ. of New Mexico, Albuquerque, NM 87131, United States
    J Geotech Geoenvir Eng, 2-3 (229-230):
  • [33] Study of rock fracture by permeability method
    Singh, AB
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1997, 123 (07) : 601 - 608
  • [34] Finite Element Analysis and Prediction of Rock Mass Permeability Based on a Two-Dimensional Plane Discrete Fracture Model
    Zhang, Bochao
    Wang, Lixin
    Liu, Jianming
    PROCESSES, 2023, 11 (07)
  • [35] Permeability prediction by hydraulic flow units - Theory and applications
    Abbaszadeh, M
    Fujii, H
    Fujimoto, F
    SPE FORMATION EVALUATION, 1996, 11 (04): : 263 - 271
  • [36] Prediction of Future Phosphate Rock: A Demand Based Model
    Li, B.
    Boiarkina, I.
    Young, B.
    Yu, W.
    Singhal, N.
    JOURNAL OF ENVIRONMENTAL INFORMATICS, 2018, 31 (01) : 41 - 53
  • [37] Permeability Anisotropy of Layering Rock Model
    Irayani, Zaroh
    Fauzi, Umar
    Latief, Fourier Dzar Eljabbar
    5TH ASIAN PHYSICS SYMPOSIUM (APS 2012), 2015, 1656
  • [38] Volume change method for testing rock or rock mass permeability
    Huang Run-qiu
    Xu De-min
    ROCK AND SOIL MECHANICS, 2009, 30 (10) : 2961 - 2964
  • [39] Volume change method for testing rock or rock mass permeability
    Huang, Run-Qiu
    Xu, De-Min
    Yantu Lixue/Rock and Soil Mechanics, 2009, 30 (10): : 2961 - 2964
  • [40] Characterization and prediction of hydraulic properties of traffic-compacted forest soils based on soil information and traffic treatments
    Martin, Manon
    Chanzy, Andre
    Lassabatere, Laurent
    Legout, Arnaud
    Pousse, Noemie
    Ruy, Stephane
    ANNALS OF FOREST SCIENCE, 2024, 81 (01)