论文标题
研究微生物诱导的方解石沉淀在现场尺度上的实用方法
Practical approaches to study microbially induced calcite precipitation at the field scale
论文作者
论文摘要
微生物诱导的方解石降水(MICP)是一种新的可持续技术,利用生化过程来通过碳酸钙胶结胶结创造障碍。因此,该技术有可能用于密封地质地层中的泄漏区域。当前MICP模型的复杂性和计算机功率限制了数值模拟的大小。我们描述了适用于现场尺度研究的MICP的数学模型。概念模型中的主要机制如下:悬浮的微生物将自己固定在孔壁上以形成生物膜,添加生长溶液以刺激生物膜的发展,生物膜使用胶结解决方案来生产刻度,而钙岩降低了孔隙空间,从而降低了岩石固定性。我们将模型应用于两组储层属性中的MICP技术,包括用于CO $ _2 $泄漏的完善的现场规模基准系统。 CO $ _2 $和水的两阶段流量模型用于评估MICP处理前后的泄漏。基于数值结果,这项研究证实了该技术在储层 - 帕克系统中密封泄漏路径的潜力。
Microbially induced calcite precipitation (MICP) is a new and sustainable technology which utilizes biochemical processes to create barriers by calcium carbonate cementation; therefore, this technology has a potential to be used for sealing leakage zones in geological formations. The complexity of current MICP models and present computer power limit the size of numerical simulations. We describe a mathematical model for MICP suitable for field-scale studies. The main mechanisms in the conceptual model are as follow: suspended microbes attach themselves to the pore walls to form biofilm, growth solution is added to stimulate the biofilm development, the biofilm uses cementation solution for production of calcite, and the calcite reduces the pore space which in turn decreases the rock permeability. We apply the model to study the MICP technology in two sets of reservoir properties including a well-established field-scale benchmark system for CO$_2$ leakage. A two-phase flow model for CO$_2$ and water is used to assess the leakage prior to and with MICP treatment. Based on the numerical results, this study confirms the potential for this technology to seal leakage paths in reservoir-caprock systems.