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Data assimilation of surface displacements to improve geomechanical parameters of gas storage reservoirs

机译:地表位移的数据同化,以改善储气库的地质力学参数

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Although the beginning of reservoir geomechanics dates back to the late 1960s, only recently stochastical geomechanical modelling has been introduced into the general framework of reservoir operational planning. In this study, the ensemble smoother (ES) algorithm, i.e., an ensemble-based data assimilation method, is employed to reduce the uncertainty of the constitutive parameters characterizing the geomechanical model of an underground gas storage (UGS) field situated in the upper Adriatic sedimentary basin (Italy), the Lombardia UGS. The model is based on a nonlinear transversely isotropic stress-strain constitutive law and is solved by 3-D finite elements. The Lombardia UGS experiences seasonal pore pressure change caused by fluid extraction/injection leading to land settlement/upheaval. The available observations consist of vertical and horizontal time-lapse displacements accurately measured by persistent scatterer interferometry (PSI) on RADARSAT scenes acquired between 2003 and 2008. The positive outcome of preliminary tests on simplified cases has supported the use of the ES to jointly assimilate vertical and horizontal displacements. The ES approach is shown to effectively reduce the spread of the uncertain parameters, i.e., the Poisson's ratio, the ratio between the horizontal and vertical Young and shear moduli, and the ratio between the virgin loading (I cycle) and unloading/reloading (II cycle) compressibility. The outcomes of the numerical simulations point out that the updated parameters depend on the assimilated measurement locations as well as the error associated to the PSI measurements. The parameter estimation may be improved by taking into account possible model and/or observation biases along with the use of an assimilation approach, e.g., the Iterative ensemble smoother, more appropriate for nonlinear problems.
机译:尽管储层地质力学的开始可以追溯到1960年代后期,但是直到最近,随机地质力学模型才被引入到储层运行规划的总体框架中。在这项研究中,采用整体平滑器(ES)算法,即基于整体的数据同化方法,以减少表征位于亚得里亚海上游的地下储气库(UGS)地质力学模型的本构参数的不确定性沉积盆地(意大利),伦巴第UGS。该模型基于非线性横向各向同性应力应变本构关系,并通过3-D有限元求解。伦巴第大区的UGS经历了由于流体提取/注入引起的季节性孔隙压力变化,从而导致土地沉降/剧变。可用的观测值包括在2003年至2008年之间获得的RADARSAT场景上通过持续散射干涉法(PSI)准确测量的垂直和水平时移位移。对简化案例的初步测试的积极结果支持使用ES来共同吸收垂直方向和水平位移。结果表明,ES方法可有效减少不确定参数的传播,即泊松比,水平和垂直杨氏模量与剪切模量之比以及原始载荷(I循环)与卸载/再载荷(II)之间的比率。循环)可压缩性。数值模拟的结果表明,更新后的参数取决于同化的测量位置以及与PSI测量相关的误差。通过考虑可能的模型和/或观察偏差以及使用更适合于非线性问题的同化方法(例如,迭代合奏平滑器),可以改善参数估计。

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