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首页> 外文期刊>Marine and Petroleum Geology >Assessing the geomechanical stability of interbedded hydrate-bearing sediments under gas production by depressurization at NGHP-02 Site 16
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Assessing the geomechanical stability of interbedded hydrate-bearing sediments under gas production by depressurization at NGHP-02 Site 16

机译:通过NGHP-02位点下减压评估气体产量下腹部耐水性沉积物的地质力学稳定性

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摘要

Establishing the geomechanical stability of marine sediments in the vicinity of a production well is one of the key design considerations in planning offshore gas production from marine hydrate reservoirs. This paper presents an assessment of the sediment stability at India's National Gas Hydrate Program, Expedition 2 (NGHP-02) Site 16 Area B offshore eastern India, for which gas production is to be carried out by depressurization. One important feature of the study is that extensive calibration of constitutive model parameters has been conducted based on laboratory test data from pressured core samples. From analysis perspective, the site is challenging because the hydrate reservoir consists of thin layers of hydrate-bearing sands interbedded with mud. Moreover, depressurization at the depth of a reservoir more than 2750 m below sea surface will lead to a pore pressure drop, and accordingly an effective confining stress increase as high as 25 MPa. In dealing with thin interbedded hydrate-bearing strata, meshing requirements for flow and geomechanical analysis are quite different from those for reservoirs with thicker massive layers, An axisymmetric model and one-way coupling simulations were thus adopted for this study, in which the geomechanical study utilizes pore pressure and hydrate saturation output from the flow study, but the flow study does not takes the porosity changes from the geomechanical analysis. Instead, the reduction of porosity due to sediment deformation in the flow study is based on a pressure-dependent pore compressibility relationship derived from geomechanical modeling. The rationality is validated through back computing the pore compressibility from the geomechanical deformation results. The study shows that large compression in the reservoir will result in movement of the sediments from above and below, as well as laterally in smaller magnitudes; and the sediment is deemed stable during the gas production period.
机译:建立生产井附近的海洋沉积物的地质力学稳定性是从海水水合物储层计划海上天然气生产中的关键设计考虑之一。本文提出了对印度国家天然气水合物计划的沉积物稳定性的评估,探险2(NGHP-02)网站16近岸印度地区,燃气产量将通过减压进行。该研究的一个重要特征是基于来自压力核心样本的实验室测试数据进行了广泛的校准。从分析角度来看,该网站具有具有挑战性,因为水合水合物储存器由嵌入泥浆夹层的薄层含有薄层。此外,储层深度的减压超过海面下方的2750米,将导致孔隙压降,因此有效的限制应力增加高达25MPa。在处理薄的互联土轴承地层时,流动和地质力学分析的啮合要求与具有较厚大量层的储存器有完全不同,因此为本研究采用了轴对称模型和单向耦合模拟,其中地质力学研究利用流动研究采用孔隙压力和水合物饱和输出,但流程研究并未从地质力学分析中取得孔隙率变化。相反,流动研究中沉积物变形引起的孔隙率的降低基于从地质力学建模的压力依赖性孔隙压缩关系。通过从地质力学变形结果的孔压缩性验证了合理性,从后面计算孔隙压缩性。该研究表明,储存器中的大压缩将导致沉积物从上方和下方移动,以及横向以较小的大小;在气体生产期间,沉积物被视为稳定。

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