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在废弃井存在的情况下模拟水力压裂液的命运和运移。

Modeling fate and transport of hydraulic fracturing fluid in the presence of abandoned wells.

机构信息

Department of Applied Geology, Geosciences Center, University of Goettingen, Goldschmidtstr. 3, D-37077 Goettingen, Germany.

Department of Applied Geology, Geosciences Center, University of Goettingen, Goldschmidtstr. 3, D-37077 Goettingen, Germany.

出版信息

J Contam Hydrol. 2019 Feb;221:58-68. doi: 10.1016/j.jconhyd.2018.12.003. Epub 2018 Dec 21.

Abstract

Hydraulic fracturing in shale/tight gas reservoirs creates fracture network systems that can intersect pre-existing subsurface flow pathways, e.g. fractures, faults or abandoned wells. This way, hydraulic fracturing operations could pose environmental risks to shallow groundwater systems. This paper explores the long-term (> 30 years) flow and transport of fracturing fluids into overburden layers and groundwater aquifers through a leaky abandoned well, using the geological setting of North German Basin as a case study. A three-dimensional model consisting of 15 sedimentary layers with three hydrostratigraphic units representing the hydrocarbon reservoir, overburden, and the aquifer is built. The model considers one perforation location at the first section of the horizontal part of the well, and a discrete hydraulic fracture intersecting an abandoned well. A sensitivity analysis is carried out to quantify and understand the influence of a broad spectrum of field possibilities (reservoir properties, overburden properties, abandoned well properties and its proximity to hydraulic fractures) on the flow of fracturing fluid to shallower permeable strata. The model results suggest the spatial properties of the abandoned well as well as its distance from the hydraulic fracture are the most important factors influencing the vertical flow of fracturing fluid. It is observed that even for various field set-tings, only a limited amount of fracturing fluid can reach the aquifer in a long-term period.

摘要

页岩/致密气藏中的水力压裂会产生裂缝网络系统,这些系统可能会与预先存在的地下水流通道(如裂缝、断层或废弃井)相交。这样,水力压裂作业可能会对浅层地下水系统造成环境风险。本文以德国北部盆地的地质背景为例,探讨了通过泄漏的废弃井,水力压裂液在多年(>30 年)时间内进入上覆岩层和地下水含水层的流动和传输情况。该模型由 15 个沉积层组成,其中 3 个水文地层单元代表烃储层、上覆岩层和含水层。该模型考虑了一个位于水平段第一段的射孔位置和一个与废弃井相交的离散水力裂缝。进行了敏感性分析,以量化和理解广泛的现场可能性(储层性质、上覆岩层性质、废弃井性质及其与水力裂缝的接近程度)对压裂液流向较浅渗透性地层的流动的影响。模型结果表明,废弃井的空间性质及其与水力裂缝的距离是影响压裂液垂直流动的最重要因素。即使在各种现场条件下,在很长一段时间内,也只有有限数量的压裂液能到达含水层。

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