支持城市水资源规划的地下三维地球物理制图:尼日利亚Simawa的案例研究

Ifedayo Fadakinte
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摘要

奥贡州Simawa镇缺乏快速城市发展所需的水利基础设施。这项研究试图利用地电法- -考虑到研究区域的地质和水文地质- -来确定该镇的地下水潜力。15个垂直电测深(VES)站分布在整个城镇,以表征地下地层。对VES数据的解释产生了五个地电层。先前井眼的岩性测井被用作地质控制,以确认VES结果的有效性。这5个地电层分别是表土(第1层)、Akinbo粘土(第2层)、Akinbo页岩(第3层)、Ewekoro石灰岩(第4层)和Abeokuta砂岩(第5层)。Abeokuta砂岩代表了主要的含水层单元,这是一个可以作为饮用水源的承压含水层。在Simawa镇钻探的钻孔应针对至少80米深的承压砂岩含水层。
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3D geophysical mapping of the subsurface to support urban water planning: a case study from Simawa, Nigeria
ABSTRACT Simawa town, Ogun state, lacks the required water infrastructure for rapid urban development. This study seeks to use the geoelectric method – taking into account the geology and hydrogeology of the study area – to determine the groundwater potential of the town. Fifteen Vertical Electrical Sounding (VES) stations were spread across the town to characterise the subsurface layers. Interpretation of the VES data yielded five geoelectric layers. A lithology log from a prior borehole was used as a geologic control to confirm the validity of the VES results. The five geoelectric layers correspond to the topsoil (layer 1), Akinbo clay (layer 2), Akinbo shale (Layer 3), Ewekoro limestone (Layer 4), and Abeokuta sandstone (layer 5). The Abeokuta sandstone represents the main aquifer unit, a confined aquifer that can serve as a suitable source of potable water. Boreholes drilled in Simawa town should target the confined sandstone aquifer at a minimum depth of 80 m.
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