Numerical modeling of the permeability in Bentheim sandstone under confining pressure

被引:0
|
作者
Siegert, Mirko [1 ,2 ]
Gurris, Marcel [1 ]
Lebedev, Maxim [3 ]
Saenger, Erik H. [1 ,2 ,4 ]
机构
[1] Bochum Univ Appl Sci, Bochum, Germany
[2] Ruhr Univ Bochum, Bochum, Germany
[3] Curtin Univ, Perth, Australia
[4] Fraunhofer IEG, Bochum, Germany
关键词
ROCK; STRESS; FLOW; TOMOGRAPHY; COMPACTION; TOPOLOGY; POROSITY;
D O I
10.1190/GEO2021-0718.1
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
A new model for the determination of the permeability in sandstones under confining pressure is presented. Building on the concepts of digital rock physics, a numerical model is derived from a 3D tomographic scan. The pressure-depen-dent behavior is mimicked by adding an artificial flow re-sistance to the pore throats. All permeability simulations are performed using an in-house finite-volume code. In the first step, the proposed model is tested based on a given Bentheim sandstone sample and compared with experimen-tal data. In the second step, the influencing factors of the model are investigated. Mainly discussed are the influences of the tomographic scan and the numerical resolution. Over-all, the proposed model is observed to be capable of repro-ducing general trends of the experimental data, whereby the magnitude of the numerically determined permeabilities can strongly depend on the investigated influencing factors.
引用
收藏
页码:MR1 / MR14
页数:14
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