Micromechanism and mathematical model of stress sensitivity in tight reservoirs of binary granular medium

被引:2
|
作者
Wu, Jian-Bang [1 ,2 ]
Yang, Sheng-Lai [1 ]
Li, Qiang [1 ]
Yang, Kun [1 ]
Huang, Can [1 ]
Lv, Dao-Ping [3 ]
Zhou, Wei [3 ]
机构
[1] China Univ Petr, State Key Lab Petr Resources & Engn, Beijing 102249, Peoples R China
[2] PSL Res Univ, Ecole Normale Super, Lab Geol, CNRS UMR8538, F-75005 Paris, France
[3] Xinjiang Oilfield Co, Res Inst Explorat & Dev, Karamay 834000, Xinjiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Stress sensitivity; Binary granular medium; Tight reservoir; Online-NMR; Reservoir energy retention rate; RANK COALS; PERMEABILITY; SANDSTONE; BEHAVIOR; POROSITY; SHALE; NMR; MIXTURES; STRENGTH; PORES;
D O I
10.1016/j.petsci.2024.01.012
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Research on reservoir rock stress sensitivity has traditionally focused on unary granular structures, neglecting the binary nature of real reservoirs, especially tight reservoirs. Understanding the stresssensitive behavior and mathematical characterization of binary granular media remains a challenging task. In this study, we conducted online-NMR experiments to investigate the permeability and porosity evolution as well as stress-sensitive control mechanisms in tight sandy conglomerate samples. The results revealed stress sensitivity coefficients between 0.042 and 0.098 and permeability damage rates ranging from 65.6% to 90.9%, with an average pore compression coefficient of 0.0168-0.0208 MPa-1. Pore-scale compression occurred in three stages: filling, compression, and compaction, with matrix pores playing a dominant role in pore compression. The stress sensitivity of binary granular media was found to be influenced by the support structure and particle properties. High stress sensitivity was associated with small fine particle size, high fines content, high uniformity coefficient of particle size, high plastic deformation, and low Young's modulus. Matrix-supported samples exhibited a high irreversible permeability damage rate (average = 74.2%) and stress sensitivity coefficients (average = 0.089), with pore spaces more slit-like. In contrast, grain-supported samples showed low stress sensitivity coefficients (average = 0.021) at high stress stages. Based on the experiments, we developed a mathematical model for stress sensitivity in binary granular media, considering binary granular properties and nested interactions using Hertz contact deformation and Poiseuille theory. By describing the change in activity content of fines under stress, we characterized the non-stationary state of compressive deformation in the binary granular structure and classified the reservoir into three categories. The model was applied for production prediction using actual data from the Mahu reservoir in China, showing that the energy retention rates of support-dominated, fill-dominated, and matrix-controlled reservoirs should be higher than 70.1%, 88%, and 90.2%, respectively. (c) 2024 The Authors. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/ 4.0/).
引用
收藏
页码:1780 / 1795
页数:16
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