The impacts of scaled capillary pressure combined with coupled flow and geomechanics on gas hydrate deposits

IF 3.3 2区 工程技术 Q3 ENERGY & FUELS Geomechanics for Energy and the Environment Pub Date : 2023-12-16 DOI:10.1016/j.gete.2023.100529
Hyun Chul Yoon , Jihoon Kim
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Abstract

In this study, we numerically analyze the effect of capillary pressure on gas hydrate deposits through coupled flow and geomechanics simulation, with a focus on the scaled capillary pressure. The scaled effect is predicated on sediment pore-size variations resulting from hydrate dissociation or formation, leading to non-monotonic capillary pressure curves influenced by two primary factors: alterations in pore space and gas saturation. Specifically, hydrate dissociation may increase pore space, thereby reducing capillary pressure. Conversely, enhanced gas saturation owing to dissociation can elevate capillary pressure. We employ a scaled capillary pressure model, accounting for porosity fluctuations caused by hydrate formation or dissociation. Additionally, equivalent pore pressure is utilized to ensure the numerical stability and accuracy in scenarios of strong capillarity. The numerical experiments incorporate two distinct methodologies for hydrate dissociation: heat injection and depressurization. In the heat injection scenario, sensitivity analyses are conducted using a range of model parameters, exhibiting characteristic non-monotonic capillary pressure behaviors attributable to the aforementioned competing factors. Regarding the depressurization approach, the UBGH2-6 site in the Ulleung Basin, East Sea, South Korea, is selected as a real-world field case. Over a 30-day gas production simulation, we observe notable enhancements in hydrate dissociation, signifying improved productivity, and distinctive geomechanical responses, under the influence of the scaled model. This investigation demonstrates that the scaled capillary pressure model, upon the hydrate or ice (i.e., solid) phase change, with coupled flow and geomechanics is crucial for accurate modeling of gas hydrate deposits.

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比例毛细管压力与耦合流动和地质力学对天然气水合物沉积的影响
在本研究中,我们通过流动和地质力学耦合模拟,对毛细管压力对天然气水合物沉积的影响进行了数值分析,重点是比例毛细管压力。缩放效应的前提是水合物解离或形成导致沉积物孔隙大小变化,从而形成非单调毛细管压力曲线,这主要受两个因素的影响:孔隙空间和气体饱和度的变化。具体来说,水合物解离可增加孔隙空间,从而降低毛细管压力。相反,解离导致的气体饱和度升高会使毛细管压力升高。我们采用了比例毛细管压力模型,考虑了水合物形成或解离引起的孔隙率波动。此外,我们还采用了等效孔隙压力,以确保强毛细管情况下的数值稳定性和准确性。数值实验采用了两种不同的水合物解离方法:注热和减压。在注入热量的情况下,使用一系列模型参数进行了敏感性分析,结果表明毛细管压力的非单调性表现与上述竞争因素有关。关于减压方法,选择了韩国东海郁陵盆地的 UBGH2-6 油气田作为实际油气田案例。在为期 30 天的模拟天然气生产过程中,我们观察到水合物解离明显增强,这表明生产率得到提高,同时,在缩放模型的影响下,地质力学反应也有明显改善。这项研究表明,在水合物或冰(即固态)相变时,比例毛细管压力模型与流动和地质力学耦合,对于准确模拟天然气水合物沉积至关重要。
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来源期刊
Geomechanics for Energy and the Environment
Geomechanics for Energy and the Environment Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
5.90
自引率
11.80%
发文量
87
期刊介绍: The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources. The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.
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