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Integration of static and dynamic reservoir data to optimize the generation of subsurface fracture map

机译:整合静态和动态油藏数据以优化地下裂缝图的生成

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This paper presents a new three-dimensional fully coupled poroelastic numerical model to simulate pressure transient response of naturally fractured reservoirs. One of the main applications of the new approach is to improve the reservoir characterization by decreasing the uncertainties associated with subsurface fracture map and to understand the interaction between fracture and matrix. The model is based on a hybrid methodology to simulate fluid flow by combining a single continuum and discrete fracture network approaches. To decrease the uncertainty associated with subsurface fracture map, a different realizations of the discrete fracture systems are generated based on image logs, seismic, geological features and the tectonic history of the studied reservoir. An iterative loops have been used between the reservoir static model and dynamic well-test data to optimize the generation of subsurface fracture maps. At each loop, a new discrete fracture system is used and the simulated pressure transient data are compared with the available field data. The process is repeated till the matching between the simulated and the measured pressure transient data is achieved using the most appropriate fracture realization. The numerical model is validated against an analytical pressure transient solution for dual-porosity system, and then applied to a real case taken from fractured basement reservoir in offshore Southern Vietnam. The developed hybrid methodology used to simulate fluid flow and rock deformation to improve the characterization of the fractured basement by simulating the pressure transient testing. The results predicted by the presented model are in a good agreement with field data; also the model was able to predict the fractures network distribution and fractures inherent properties around the tested well.
机译:本文提出了一种新的三维全耦合孔隙弹性数值模型,用于模拟天然裂缝储层的压力瞬态响应。新方法的主要应用之一是通过减少与地下裂缝图有关的不确定性来改善储层特征,并了解裂缝与基质之间的相互作用。该模型基于一种混合方法,通过结合单个连续体和离散裂缝网络方法来模拟流体流动。为了减少与地下裂缝图有关的不确定性,基于图像测井,地震,地质特征和所研究储层的构造历史,生成了离散裂缝系统的不同实现。在储层静态模型和动态试井数据之间使用了迭代循环,以优化地下裂缝图的生成。在每个回路处,使用新的离散裂缝系统,并将模拟的压力瞬变数据与可用的现场数据进行比较。重复该过程,直到使用最合适的裂缝实现方式实现模拟压力瞬变数据与实测压力瞬变数据之间的匹配为止。针对双孔隙度系统的分析压力瞬态解验证了该数值模型,然后将其应用于从越南南部近海的裂缝性地下储层中获取的实际案例。所开发的混合方法用于模拟流体流动和岩石变形,以通过模拟压力瞬变测试来改善裂缝性地下室的特征。该模型预测的结果与现场数据吻合良好。该模型还能够预测测试井周围的裂缝网络分布和裂缝固有属性。

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