基于电阻和物理化学方法的地下水地球化学评价——以尼日利亚拉各斯Iba居民区为例

. B.R.Adegbola, . A.O.Majolagbe
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摘要

文章历史:接收2018年12月28日接受2019年1月26日在线提供2019年2月11日2019年2月11日应用地球物理和物理化学方法确定了尼日利亚拉各斯州Ojo的Iba地区地下水的可饮用性。该调查采用的地球物理方法是垂直电测深和水平剖面,目的是确定可饮用地下水的深度。使用斯伦贝谢配置进行了10次垂直电测深,并在整个区域进行了3次水平扩展。利用(WIN RESIST)对VES数据进行了解释,结果表明该区域由表层土、粘土、粘砂、砂质粘土和砂土组成。水平剖面数据经过迭代软件(DIPPRO)处理,得到研究区内电阻率的横向变化成像。研究区地下水样本的理化分析也按照标准程序进行。理化分析结果与世界卫生组织可接受的水质标准进行了比较,表明研究区内的水质是健康的。地球物理结果表明,实际含水层的存在深度为20 m。无承压含水层主要在接近地表的地方容易受到污染。因此,建议在水深30.2米的井眼抽取食水,最佳地点为纵深4、8和9。
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Geochemical Evaluation of Groundwater using Electrical Resistance and Physiochemical Methods: A Case Study of Iba Residential Area, Lagos, Nigeria
Article history: Received 28 December 2018 Accepted 26 January 2019 Available online 11 February 2019 Geophysical and physiochemical methods were applied to determine potability of groundwater at Iba area, Ojo, Lagos State, Nigeria. The geophysical methods employed for the survey were Vertical Electrical Sounding and Horizontal Profiling, with the aim of determining the depth of potable groundwater. Ten vertical electrical soundings were conducted using the Schlumberger configuration and three horizontal spread covering the entire area. The VES data were interpreted using (WIN RESIST) which showed that the area is composed of top soil, clay, clayey sand, sandy clay and sand. The horizontal profiling data was subjected to iteration software (DIPPRO) which gave the imaging of the lateral variation in resistivity within the study area. The physiochemical analyses of groundwater samples collected in the study area also conducted following standard procedure. The results of the physicochemical analysis compared with acceptable standards of World Health Organization, showed that the water quality within the study area is wholesome. The geophysical results indicated that real aquifer exist at depth from 20 m. The unconfined aquifer is prone to pollution mostly close to the surface. Potable water is therefore recommended to be sunk via borehole at depth from 30.2 m, with the best at VES 4, 8 and 9.
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