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Is in situ stress important to groundwater flow in shallow fractured rock aquifers?

机译:地应力对浅层裂隙岩层中地下水的流动是否重要?

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摘要

In situ stress affects the permeability tensor of fractured rock masses at depth but its effect on shallow to near-surface fractured rock aquifers has received little attention. This is partly because stress-related effects on groundwater flow at shallow depths are difficult to identify and characterise due to the complex interactions between all of the inherent properties of a fractured rock aquifer. These properties include the factors that dominantly control groundwater flow: fracture network density, geometry, connectivity and infill. Furthermore, surface processes such as weathering, erosion and unloading alter the original hydraulic nature (connectivity, transmissivity) of fractured rock masses resulting in higher degrees of spatial heterogeneity within shallow flow systems. These processes and interactions often mask the influence of in situ stress fields on fracture network permeability and groundwater flow. In this study, an integrated analysis of local area fracture networks, borehole geophysical logs, borehole groundwater yields and hydromechanical models demonstrate that in situ stress does affect groundwater flow in shallow (<200. m) fractured rock aquifers by altering fracture hydraulic aperture distributions, fracture network connectivity and groundwater flow rates via fracture deformation processes. In particular, a comparison between representative models of deformed (stressed state) and undeformed (zero stress state) fracture networks showed that below 100. m depth, groundwater flow rates could decrease several fold under the influence of the contemporary stress field. This prediction was highly consistent with the field observations. In contrast, groundwater flow modelling of shallow fractured rock aquifers is typically conducted under the assumption that permeability is independent of the state of stress. A key finding of this study is that in situ stress may be a more important control on both local and regional scale shallow groundwater flow systems than previously recognised. The methodology applied in this study also offers an alternative approach to investigating groundwater flow in fractured rock masses where field hydrogeological data are limited.
机译:原位应力影响深部裂隙岩体的渗透率张量,但其对浅至近表面裂隙岩层的影响很少受到关注。部分原因是由于裂缝性含水层的所有固有特性之间复杂的相互作用,因此难以识别和表征与浅水深处地下水应力相关的影响。这些属性包括主要控制地下水流量的因素:裂缝网络密度,几何形状,连通性和填充。此外,诸如风化,侵蚀和卸荷之类的地表过程改变了裂隙岩体的原始水力性质(连通性,透射率),从而导致浅流系统内部空间异质性的程度更高。这些过程和相互作用常常掩盖了原位应力场对裂缝网络渗透率和地下水流量的影响。在这项研究中,对局部裂缝网络,钻孔地球物理测井,钻孔地下水产量和流体力学模型进行了综合分析,结果表明,原位应力确实会通过改变裂缝的液压孔径分布来影响浅层(<200。m)裂缝性岩石含水层中的地下水流量,通过裂缝变形过程的裂缝网络连通性和地下水流速。尤其是,变形(应力状态)和未变形(零应力状态)裂缝网络的代表性模型之间的比较表明,在100. m深度以下,地下水流速在当代应力场的影响下可能会降低几倍。该预测与现场观察高度一致。相反,通常在假设渗透率与应力状态无关的前提下,对浅层裂隙岩层进行地下水流模拟。这项研究的一个重要发现是,与以前认识到的相比,原位应力可能是对局部和区域规模的浅层地下水流系统的更重要控制。本研究中使用的方法还为调查现场水文地质数据有限的裂隙岩体中的地下水流提供了另一种方法。

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