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Simulation of axial tensile well deformation during reservoir compaction in offshore unconsolidated methane hydrate-bearing formation

机译:海上储层储水合物轴承形成贮存器压实过程中轴向拉伸井变形的仿真

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摘要

Sand production encountered in the 2013 offshore field gas production tests at the Nankai Trough, Japan, could be attributed to well failure during reservoir compaction. In this study, well integrity under various reservoir compaction patterns for the Nankai Trough case is examined using a well-formation finite element model. The modelling details include the inclusion of a cement sheath as well as the modelling of construction processes (such as cement shrinkage). Well elongation in the overburden layer becomes significant when the reservoir subsidence is localized near the wellbore under large depressurization. Results show that the maximum plastic deviatoric strain level in the cement could reach 0.7% when the maximum reservoir subsidence reaches 0.85 m and cement shrinkage is limited. When cement shrinkage rises to 0.75%, the maximum plastic deviatoric strain increases to 2.4% as the cement accumulates additional plastic strain during shrinkage due to its deformation being constrained by the casing. In order to prevent the cement from failure, it might be effective to hold the pressure drawdown at a low level (e.g., several MPa) until the hydrate dissociation front advances to a certain radius from the well (e.g., a couple of tens of metres).
机译:在日本南开槽的2013年海上野外生产试验中遇到的沙子生产可能归因于水库压实过程中的井故障。在这项研究中,使用井形成有限元模型检查南开槽壳的各种储层压实图案下的完整性。建模细节包括包含水泥护套以及建筑方法的建模(例如水泥收缩)。在大减压下储层沉降局部局部局部局部局部局部局部,覆盖层中的伸长率变得显着。结果表明,当最大储层塌陷达到0.85米时,水泥中最大塑料脱叶的应变水平可以达到0.7%,并且水泥收缩有限。当水泥收缩升高至0.75%时,由于水泥在收缩期间由于其变形而受到壳体的变形,因此最大塑料脱裂应变增加到2.4%。为了防止水泥失败,它可能有效地保持低水平(例如,几个MPa),直到水合物离解前沿到达一定程度的前进(例如,几十米)。

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