A Decomposition–Consolidation Model for the Production Behavior of Gas Hydrate‐Bearing Sediments

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2025-02-21 DOI:10.1002/nag.3965
Zhigang Ye, Lujun Wang, Bin Zhu, Simin Yuan, Bingfa Yan, Ronghan Guo, Yunmin Chen
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Abstract

Natural gas hydrates are the preferred alternative to traditional fossil fuels, estimated to store twice as much carbon. The gas hydrate‐bearing sediment (GHBS) is a representative degradable soil. During gas hydrate production, solid mass loss and pore liquid/gas generation occur, including both decomposition and consolidation processes of GHBS. These potentially trigger reservoir collapse, severely affecting production safety. This study develops a decomposition–consolidation model for GHBS, quantifying the solid hydrate loss by the kinetic decomposition equation and describing skeleton deformation via both modified elasticity and volumetric strain relationships. By linking hydrate saturation with the representative parameters of hydrate decomposition, mass migration, heat transfer, and skeleton deformation, decomposition degree and consolidation degree are respectively introduced to assess these processes. The decomposing and mechanical parameters are calibrated through triaxial/modeling tests. Results show that consolidation degree and decomposition degree are not synchronized in sandy hydrate‐bearing sediments, where depressurization‐induced variation of consolidation degree predominates in the early stage, while the evolution of consolidation degree lags behind decomposition degree for temperature recovery after complete hydrate decomposition; hydrate decomposition‐induced skeleton deformation, significant compared to pore pressure dissipation, remains crucial long after complete depressurization. These findings provide insights into optimizing safety of long‐term gas hydrate production.
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天然气水合物是传统化石燃料的首选替代品,估计其碳储存量是传统化石燃料的两倍。含天然气水合物沉积物 (GHBS) 是一种具有代表性的可降解土壤。在天然气水合物生成过程中,会发生固体质量损失和孔隙液体/气体生成,包括 GHBS 的分解和固结过程。这些都可能引发储层坍塌,严重影响生产安全。本研究为 GHBS 建立了一个分解-固结模型,通过动力学分解方程量化固体水合物损失,并通过修正弹性和体积应变关系描述骨架变形。通过将水合物饱和度与水合物分解、质量迁移、热传递和骨架变形的代表参数联系起来,分别引入分解度和固结度来评估这些过程。通过三轴/模型试验校准了分解参数和力学参数。结果表明,在含砂质水合物沉积物中,固结度和分解度并不同步,在早期阶段,减压引起的固结度变化占主导地位,而在水合物完全分解后,固结度的演化滞后于温度恢复所需的分解度;水合物分解引起的骨架变形与孔隙压力消散相比非常显著,在完全减压后很长时间内仍然至关重要。这些发现为优化天然气水合物的长期安全生产提供了启示。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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