首页> 外文期刊>Journal of Hydrology >Improving dual-porosity-medium approaches to account for karstic flow in a fractured limestone: Application to the automatic inversion of hydraulic interference tests (Hydrogeological Experimental Site, HES Poitiers France)
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Improving dual-porosity-medium approaches to account for karstic flow in a fractured limestone: Application to the automatic inversion of hydraulic interference tests (Hydrogeological Experimental Site, HES Poitiers France)

机译:改进双孔隙介质方法以解决裂缝石灰岩中的岩溶流:在水力干涉试验的自动反演中的应用(法国地质勘探学院水文地质实验点)

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A reassessment-improvement of a previous work by the authors is proposed on the inversion of hydraulic interference testing by means of dual-porosity-medium approaches. The tests have been performed over a fractured limestone aquifer (Poitiers, France) showing a preferential and rapid flow path along open karstic drains. All draw-down curves are merged together both in amplitude and time irrespective of their location relative to the single pumped well and classical dual-porosity-medium approaches are unable to mimic this behavior. A pressure wave propagation by advection is added to the classical diffusion equations of dual-porosity-medium in order to stress the medium almost evenly whatever the distance from the pumped well. The problem is set up to keep the continuous dual-porosity-medium framework with only two state variables, i.e. the heads in fractures and matrix. Even though the wave velocity is not well-conditioned because the ratio of the volume of drains to the total volume of the medium is unknown, automatic inversion remains feasible. The dual-porosity-medium (without the drains) can be homogeneous or fractal, having in the Latter case hydraulic parameters ruled by scaling power laws. In both cases, it is shown that adding an advection term allows to invert accurately all experimental drawdown curves. Statistical fluctuations of the sought hydraulic parameters are quite small and do not show any trend with respect to the distance. Thus, modifying a dual-porosity-medium approach by adding an advection term allows for the homogenization of a reservoir that combines the general drainage of a fracture-matrix system and a rapid drainage through karstic conduits. (c) 2007 Elsevier B.V. All rights reserved.
机译:提出了对作者先前工作的重新评估改进,即通过双孔隙介质方法对水力干涉测试进行反演。测试是在一条破裂的石灰岩含水层(法国,普瓦捷)上进行的,显示出沿敞开的岩溶排水口的优先且快速的流动路径。无论它们相对于单井的位置如何,所有绘制曲线都在幅度和时间上合并在一起,并且经典的双孔隙度介质方法无法模仿这种行为。通过平流传播的压力波被添加到双孔隙度介质的经典扩散方程中,以便无论距抽油井的距离如何,都几乎均匀地对介质施加应力。设置问题是为了保持连续的双孔隙度-中等框架只有两个状态变量,即裂缝和基质的头部。即使由于排泄量与介质总体积之比未知而使波速没有得到很好的调节,但自动反演仍然可行。双孔隙度介质(无排水孔)可以是均质的或分形的,在后期情况下,其水力参数由定标幂律决定。在这两种情况下,都显示出增加对流项可以准确地反转所有实验性水降曲线。所寻求的液压参数的统计波动很小,并且相对于距离没有显示任何趋势。因此,通过增加对流项来修改双孔隙介质方法,可以使储集层均质化,该储集层综合了裂缝基质系统的一般排水和通过岩溶导管的快速排水。 (c)2007 Elsevier B.V.保留所有权利。

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