Multiobjective optimization of the particle aspect ratio for gravel pack in a methane-hydrate reservoir using pore scale simulation

被引:19
作者
Katagiri, Jun [1 ]
Yoneda, Jun [1 ]
Tenma, Norio [2 ]
机构
[1] Natl Inst Adv Ind Sci & Technol, Res Inst Energy Frontier, Methane Hydrate Geomech Grp, 16-1 Onogawa, Tsukuba, Ibaraki 3058569, Japan
[2] Natl Inst Adv Ind Sci & Technol, Res Inst Energy Frontier, 16-1 Onogawa, Tsukuba, Ibaraki 3058569, Japan
关键词
Methane-hydrate; Gravel pack; Aspect ratio; Discre-element method; Computational fluid dynamics; Multiobjective optimization; DRAINED SAND BEHAVIOR; SHAPE; DESIGN; TESTS; MODEL; DEM;
D O I
10.1016/j.jngse.2016.09.037
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
In gas production from methane-hydrate (MH) reservoirs, consolidation induces invasion of the reservoir, and the gravel pack may be replaced by the invading sand. Therefore, the gravel pack of an MH reservoir must have a high shear strength and a higher permeability than the reservoir. In this study, we investigated the shear strength and permeability of different particles, with the gravel aspect ratio as the design variable. Particles with aspect ratios of 1,1.5, 2, and 2.5 were packed under isotropic compression using discrete-element method (DEM) simulations. Particles with an aspect ratio of 1.5 exhibited the lowest void ratio. Shear strength was measured using triaxial compression DEM simulations, with the 2.5 aspect ratio particles exhibiting the highest value. Permeability was evaluated using pore scale computational fluid dynamics (CFD) simulation of the particle pack generated by the DEM. Particles with an aspect ratio of 2.5 exhibited the highest permeability. The performance of the four types of particles was compared using multiobjective optimization, with shear strength and permeability as the objective functions. Particles with an aspect ratio of 2.5 exhibited the highest performance against both objective functions. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:920 / 927
页数:8
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