Groundwater potential assessment in parts of Nnewi Industrial Zone: Implications for sustainable development and conservation

I.I. Obiadi, T.O. Emenaha, T.E. Onyebum, E.J. Amasiani, C.C. Mgbolu, F.M. Madu, G.C. Okeke
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Abstract

Integrated field geological and geophysical (Vertical Electrical Sounding VES and 2D Electrical Resistivity Tomography ERT) investigations were carried out in the Nnewi Industrial Zone, SE Nigeria to identify and characterize productive aquifer, aquifer hydraulic properties, and aquifer vulnerability. Data acquired from 17 VES points and across a profile line of about 800 m for the 2D ERT were processed, interpreted, and modeled. Results from the geologic mapping showed that the outcropping units are mainly the sandstone, shaly-sandstone, and less commonly shale of the Nanka and Ogwashi-Asaba Formations which are relatively permeable and offer poor protective cover to the underlying aquifer. Models from the resistivity data showed that the depth-to and thickness of the aquifer vary from 38.60 to 98.80 m and 30.10–177 m, respectively. Aquifer properties estimated from the geophysical data gave values ranging from 0.611127 m2/day to 246.6576 m2/day and 0.1609 m/day to 5.6325 m/day for transmissivity and hydraulic conductivity, respectively, and suggestive of low – moderate aquifer potential. Aquifer Protective Capacity APC distribution modeled from the longitudinal conductivity values, and the aquifer vulnerability modeled using the DRASTIC method indicate that the study area is characterized by poor – moderate APC and low – moderate – high aquifer vulnerability, respectively. Analysis shows that the modeled aquifer parameters, APC, and aquifer vulnerability have similar trend which tends to improve towards the southern and more specifically southeastern parts of the study area, suggesting that even though aquifer units were identified all through the study area, the southeastern parts are best suited for the development of groundwater exploitation schemes. Also, aquifer vulnerability model results recommend that proper and efficient waste disposal schemes are put in place to conserve groundwater quality from pollution from industrial waste since the aquifer in the area is relatively vulnerable.

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恩尼威工业区部分地区地下水潜力评估:对可持续发展和保护的影响
在尼日利亚东南部的 Nnewi 工业区进行了实地地质和地球物理(垂直电测深 VES 和二维电阻率层析 ERT)综合调查,以确定和描述富水含水层、含水层的水力特性和含水层的脆弱性。对二维电阻率层析成像法从 17 个 VES 点和一条长约 800 米的剖面线上获取的数据进行了处理、解释和建模。地质绘图结果表明,出露地层主要是南卡地层和奥格瓦希-阿萨巴地层的砂岩、页岩和较少见的页岩,这些地层渗透性较强,对下层含水层的保护作用较差。电阻率数据模型显示,含水层的深度和厚度分别为 38.60 米至 98.80 米和 30.10 米至 177 米。根据地球物理数据估算出的含水层属性值分别为 0.611127 平方米/天至 246.6576 平方米/天,透射率和导流率分别为 0.1609 米/天至 5.6325 米/天,表明含水层潜力为中低。根据纵向电导率值模拟的含水层保护容量 APC 分布和使用 DRASTIC 方法模拟的含水层脆弱性分别表明,研究区域的含水层保护容量 APC 和含水层脆弱性分别为低-中度和低-中-高度。分析表明,建模的含水层参数、APC 和含水层脆弱性具有相似的趋势,即向研究区域的南部,特别是东南部地区改善,这表明尽管在整个研究区域都确定了含水层单元,但东南部地区最适合制定地下水开发计划。此外,含水层脆弱性模型的结果还建议,由于该地区的含水层相对脆弱,应制定适当有效的废物处理计划,以保护地下水水质免受工业废物的污染。
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