A Comprehensive Model Integrating the Stress Sensitivity for Pressure Transient Behavior Study on the Two-Zone System for Offshore Loose Sandstone Reservoirs

Chong Cao, Linsong Cheng, Xiangyang Zhang, P. Jia, Wenpei Lu
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Abstract

Permeability changes in the weakly consolidated sandstone formation, caused by sand migration, has a serious impact on the interpretation of well testing and production prediction. In this article, a two-zone comprehensive model is presented to describe the changes in permeability by integrating the produced sand, stress sensitivity characteristics. In this model, inner zone is modeled as a higher permeability radial reservoir because of the sand migration, while the outer zone is considered as a lower permeability reservoir. Besides, non-Newtonian fluid flow characteristics are considered as threshold pressure gradient in this paper. As a result, this bi-zone comprehensive model is built. The analytical solution to this composite model can be obtained using Laplace transformation, orthogonal transformation, and then the bottomhole pressure in real space can be solved by Stehfest and perturbation inversion techniques. Based on the oilfield cases validated in the oilfield data from the produced sand horizontal well, the flow regimes analysis shows seven flow regimes can be divided in this bi-zone model considering stress sensitive. In addition, the proposed new model is validated by the compassion results of traditional method without the complex factors. Besides, the effect related parameters of stress sensitivity coefficient, skin factor, permeability ratio and sanding radius on the typical curves of well-testing are analyzed. This work introduces two-zone composite model to reflect the variations of permeability caused by the produced sand in the unconsolidated sandstone formation, which can produce great influence on pressure transient behavior. Besides, this paper can also provide a more accurate reference for reservoir engineers in well test interpretation of loose sandstone reservoirs.
海上松散砂岩储层两层体系压力瞬态动态研究的综合应力敏感性模型
弱胶结砂岩地层的渗透率变化是由砂岩运移引起的,严重影响试井解释和产量预测。通过综合出砂、应力敏感性特征,提出了一种描述渗透率变化的两层综合模型。在该模型中,由于砂体运移,将内层建模为高渗透率径向储层,而将外层建模为低渗透率储层。此外,本文还考虑了非牛顿流体流动特性作为阈值压力梯度。因此,建立了双区综合模型。利用拉普拉斯变换、正交变换得到该复合模型的解析解,然后利用Stehfest和摄动反演技术求解实际空间的井底压力。基于采出砂水平井数据验证的油田实例,流态分析表明,考虑应力敏感性,该双层模型可划分为7种流态。此外,在不考虑复杂因素的情况下,用传统方法的同情结果对新模型进行了验证。分析了应力敏感系数、表皮系数、渗透率比、出砂半径等相关参数对典型试井曲线的影响。引入两层复合模型来反映松散砂岩地层中出砂对压力瞬态行为的影响。此外,本文还可为储层工程师进行松散砂岩储层试井解释提供更为准确的参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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