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通过多周期振荡水力试验理解连通裂缝流的几何形态

Understanding the Geometry of Connected Fracture Flow with Multiperiod Oscillatory Hydraulic Tests.

作者信息

Sayler Claire, Cardiff Michael, Fort Michael D

机构信息

Department of Geoscience, University of Wisconsin-Madison, Madison, WI.

HydroResolutions, LLC, Socorro, NM.

出版信息

Ground Water. 2018 Mar;56(2):276-287. doi: 10.1111/gwat.12580. Epub 2017 Aug 15.

Abstract

An understanding of the spatial and hydraulic properties of fast preferential flow pathways in the subsurface is necessary in applications ranging from contaminant fate and transport modeling to design of energy extraction systems. One method for the characterization of fracture properties over interwellbore scales is Multiperiod Oscillatory Hydraulic (MOH) testing, in which the aquifer response to oscillatory pressure stimulations is observed. MOH tests were conducted on isolated intervals of wells in siliciclastic and carbonate aquifers in southern Wisconsin. The goal was to characterize the spatial properties of discrete fractures over interwellbore scales. MOH tests were conducted on two discrete fractured intervals intersecting two boreholes at one field site, and a nest of three piezometers at another field site. Fracture diffusivity estimates were obtained using analytical solutions that relate diffusivity to observed phase lag and amplitude decay. In addition, MOH tests were used to investigate the spatial extent of flow using different conceptual models of fracture geometry. Results indicated that fracture geometry at both field sites can be approximated by permeable two-dimensional fracture planes, oriented near-horizontally at one site, and near-vertically at the other. The technique used on MOH field data to characterize fracture geometry shows promise in revealing fracture network characteristics important to groundwater flow and transport.

摘要

从污染物归宿与迁移模拟到能量开采系统设计等一系列应用中,了解地下快速优先流路径的空间和水力特性至关重要。一种用于表征井间尺度断裂特性的方法是多周期振荡水力(MOH)测试,该测试可观测含水层对振荡压力刺激的响应。在威斯康星州南部的硅质碎屑岩和碳酸盐含水层中,对井的孤立层段进行了MOH测试。目的是表征井间尺度离散裂缝的空间特性。在一个现场的两个钻孔相交处的两个离散裂缝层段以及另一个现场的一组三个测压计上进行了MOH测试。利用将扩散率与观测到的相位滞后和振幅衰减相关联的解析解获得了裂缝扩散率估计值。此外,MOH测试还用于使用不同的裂缝几何概念模型研究水流的空间范围。结果表明,两个现场的裂缝几何形状都可以用渗透性二维裂缝平面来近似,其中一个现场的裂缝平面近水平定向,另一个现场的裂缝平面近垂直定向。用于MOH现场数据以表征裂缝几何形状的技术在揭示对地下水流动和运移重要的裂缝网络特征方面显示出前景。

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