Geophysical estimation of 2D hydraulic conductivity for groundwater assessment in hard rock

IF 2.3 4区 地球科学
Qiang Gao, Muhammad Hasan, Yanjun Shang, Shengwen Qi
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引用次数: 0

Abstract

Accurate evaluation of aquifer potential is essential for groundwater assessments. Aquifer potential is mainly evaluated by aquifer parameters. Hydraulic conductivity (K) is the main aquifer parameter extensively measured in groundwater studies. Traditionally, boreholes are used to determine K. However, the conventional approaches have several limitations, can only provide point-scale K measurements, and cannot be performed in the high topography areas. On the other hand, geophysical approaches are less time-consuming and non-invasive, more cost-effective, faster, and can assess the subsurface hydrogeological conditions over large areas. In the past, several empirical-based geophysical studies were carried out to estimate K. However, in such studies, VES (vertical electrical sounding) method was used to estimate 1D K mostly in the homogeneous setting. Given the natural heterogeneity of hard rock terrains, the borehole/VES-based K causes uncertainty in accurate assessment of aquifer potential related to the weathered layers and fractures/faults. To this end, this contribution uses ERT (electrical resistivity tomography) method to predict 2D K for more reliable and thorough evaluation of groundwater potential in the heterogeneous sites. The proposed approach assesses the water-bearing ability of geological layers via definite ranges of K and resistivity, i.e., high potential aquifer enclosed by completely weathered/fractured rock via resistivity below 400 Ωm and K between 1.0 × 10–1–9.5 × 10 m/d, medium potential aquifer of partly weathered/fractured rock with resistivity from 400 to 1000 Ωm and K from 3.5 × 10–5 to 1.0 × 10–1 m/d, negligible-potential aquifer of integral rock having resistivity variations between 1000 and 3000 Ωm and K between 6.5 × 10–8 and 3.5 × 10–5 m/d, and no potential aquifer of fresh rock with resistivity above 3000 Ωm and K from 1.5 × 10–10 to 6.5 × 10–8 m/d. Two deeper zones of weathered rocks were evaluated by the localized fractures/faults namely F1 and F2. This is the rare study, which estimates 2D K using ERT or any geophysical method. The obtained results, compared with the traditional approaches, offer much better evaluation of aquifer potential for groundwater assessment in the complex geological settings of hard rock.

Abstract Image

用于硬岩地下水评估的二维水力传导性地球物理估算
准确评估含水层潜力对地下水评估至关重要。含水层潜力主要通过含水层参数来评估。水文传导性(K)是地下水研究中广泛测量的主要含水层参数。然而,传统方法存在一些局限性,只能提供点尺度的 K 测量值,而且无法在高地形地区进行测量。另一方面,地球物理方法耗时少、无损伤、成本效益高、速度快,而且可以评估大面积的地下水地质条件。然而,在这些研究中,VES(垂直电探测)方法主要用于在均质环境中估算一维 K。鉴于硬岩地形的天然异质性,基于钻孔/VES 的 K 值在准确评估与风化层和断裂/断层有关的含水层潜力方面具有不确定性。为此,本文采用 ERT(电阻率层析成像)方法预测二维 K 值,以便更可靠、更全面地评估异质场地的地下水潜力。所提出的方法通过 K 值和电阻率的确定范围来评估地质层的含水能力,即电阻率低于 400 Ωm,K 值介于 1.0 × 10-1-9.5 × 10 m/d 之间的完全风化/断裂岩石所围成的高势能含水层;电阻率介于 400 至 1000 Ωm,K 值介于 3.5 × 10-5 至 1.0 × 10-1 m/d,电阻率变化在 1000 至 3000 Ωm 之间、K 值在 6.5 × 10-8 至 3.5 × 10-5 m/d 之间的整块岩石含水层潜力可忽略不计,电阻率在 3000 Ωm 以上、K 值在 1.5 × 10-10 至 6.5 × 10-8 m/d 之间的新鲜岩石无含水层潜力。通过局部断裂/断层(即 F1 和 F2)对两个较深的风化岩区进行了评估。这是利用 ERT 或任何地球物理方法估算二维 K 的罕见研究。与传统方法相比,所获得的结果能更好地评估含水层的潜力,从而评估硬岩复杂地质环境中的地下水。
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来源期刊
Acta Geophysica
Acta Geophysica GEOCHEMISTRY & GEOPHYSICS-
CiteScore
3.80
自引率
13.00%
发文量
251
期刊介绍: Acta Geophysica is open to all kinds of manuscripts including research and review articles, short communications, comments to published papers, letters to the Editor as well as book reviews. Some of the issues are fully devoted to particular topics; we do encourage proposals for such topical issues. We accept submissions from scientists world-wide, offering high scientific and editorial standard and comprehensive treatment of the discussed topics.
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