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Challenging Reservoir Modeling Case Study for Naturally Fractured High-Pressure-High-Temperature Gas Sand Reservoir

机译:挑战性水库建模案例研究自然断裂高压高温气体砂水库

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This paper presents the development of a static model for a naturally-fractured High-Pressure-High- Temperature (HPHT) gas sand reservoir located in the Tarim basin, Western China. The study is part of a well placement optimization study. It is motivated by the big challenges of drilling a well at depths ranging from 6800m-8000m[AG1] in a HPHT environment. A detailed fine-scale model is required as input for the dynamic model. The static model is developed through an integration [AG2]process. It consists of both matrix and fractures. The matrix modeling started by integrating 3D seismic and log data to build the structural model. A new rock type scheme was developed by reconciling log and core data, including capillary pressures. Additionally, permeabilities are estimated at each uncored location using a two-step approach, namely trend estimation by regression analysis and variability simulation by 1D Gaussian simulation. The 3D modeling was executed in the order of least dependent to most dependent variable (i.e., from facies, to rock type, then followed by porosity, permeability and saturation respectively). From the geology, the sand bodies were interpreted to be continuous throughout the field. Discontinuous mudstone layers are sandwiched in-between the sand bodies. This information, together with outcrop data, is used to guide the spatial relationships in the model. Facies, rock type, porosity and permeability are simulated using geostatistical procedures. Meanwhile, saturation is generated based on the Leverett J-Function. To quantify the uncertainty in the various data, especially in the capillary pressure data, the porosity-permeability relationship, the gas- water contact and the surface tension of the gas-water system, a probabilistic model of the Gas Initially in Place (GIP) is created through uncertainty and sensitivity analysis. The origin of the fracture system was analyzed by developing a prototype of a conceptual model. The understanding from the prototype model is coupled with the 3D seismic, outcrops, drilling information, rock mechanics, image log, core, and dynamic data, to develop fracture characteristics and correlations. The discrete fracture system is modelled using a stochastic simulation approach, constraining it to the seismically-inverted fracture density map for each zone through well-seismic correlations and a nonlinear inversion [AG3]to build the Discrete Fracture Network (DFN). Finally, the fracture model is integrated with the matrix model by upscaling the DFN model into the grid system. Following the creation of the static model, a dual porosity model was prepared for dynamic modeling by maintaining consistency between the fine scale and upscaled models throughout the upscaling process. The methodology described above has produced a detailed fine scale model that shows consistency between properties and geology. This is a direct consequence of the new rock type system and the order in which the simulation was conducted. The facies model shows the continuity of the sand bodies, and the discontinuity of the mudstone, as indicated by the geological interpretation. The 3D Poro-Perm relationship shows the variability which is a reflection of the variability of the core data. The probabilistic distribution of the GIP is in agreement with the results of conventional reservoir engineering analyses, namely Material Balance and Rate Transient Analysis. Furthermore, the fracture distribution confirms the information both at the wells, as well as in-between the wells as given by the seismic interpretation. This study demonstrates that a reliable fine scale model can be developed to match the available data and interpretation by properly preparing the pre-requisite inputs and following the order of dependency in the reservoir attributes.
机译:本文提出了一种静态的模式,为地处塔里木盆地,中国西部自然断裂高压高温(HPHT)气砂岩储层的开发。这项研究是一个精心布局优化研究的一部分。它是通过在深度从6800米-8000米[AG1]在高温高压环境中钻井的巨大挑战的动机。详细精细尺度模型是必需的作为动态模型的输入。静态模型是通过集成[AG2]进程的发展。它由两个矩阵和骨折。矩阵建模中集成三维地震和日志数据来构建结构模型开始。一种新的岩石类型的方案是通过协调日志和核心数据,包括毛细管压力的发展。此外,渗透率估计为使用两步骤的方法,即趋势估计通过回归分析和多变性模拟由1D高斯模拟每个无芯位置。三维建模是在顺序执行的至少依赖于最依赖变量(即,从相,岩石类型,则接着孔隙度,渗透率和饱和度分别地)。从地质,砂体被解释为整个场连续的。不连续泥岩层夹在其之间的砂体。该信息与露头数据一起,被用来引导该模型中的空间关系。相,岩石类型,孔隙度和渗透率使用地质统计程序模拟。同时,基于所述莱弗里特J-功能产生饱和。为了量化在各种数据中的不确定性,尤其在毛细管压力数据,孔隙渗透率的关系,所述气水接触和气体 - 水体系的表面张力,气体的最初代替概率模型(GIP)通过不确定性和敏感性分析创建。裂缝系统的原点是由开发原型的概念模型的分析。从原型模型的谅解加上三维地震,露头,钻信息,岩石力学,图像日志,核心,和动态数据,来制定断裂特性和相关性。离散裂缝系统使用随机模拟方法来模拟,其约束到地震反相裂缝密度的地图为通过公地震相关性的每个区域和非线性反演[AG3]构建离散裂隙网络(DFN)。最后,该裂缝模型集成了通过扩大该DFN模型到电网系统中的矩阵模型。继创建静态模型,双孔隙度模型的动态建模通过保持整个定标处理精细的规模和放大的模型之间的一致性准备。以上描述的方法制作了详细精细尺度模型特性和地质之间示出的一致性。这是新的岩石类型系统的直接后果,并在该仿真进行的顺序。岩相模型显示砂体的连续性和泥岩的不连续性,由地质解释所示。所述3D波罗-彼尔姆关系示出的可变性这是核心数据的变异性的一种反映。该GIP的概率分布与常规油藏工程分析,即物料平衡和速率瞬态分析的结果一致。此外,裂缝分布证实无论是在孔中,以及在它们之间的信息作为由所述地震解释给定的孔中。这项研究表明,一个可靠的判罚尺度模型可以开发通过适当准备先决条件输入以下依赖在水库属性以匹配现有的数据和解释。

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