Combined application of vertical electrical sounding and 2D electrical resistivity tomography for groundwater exploration in parts of Enugu metropolis, Southeastern Nigeria

C. Chukwudi, P. A. Chibuzo, C. O. Austin
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Abstract

Vertical electrical sounding (VES) and 2D electrical resistivity tomography (ERT) employing the Schlumberger and Wenner configurations respectively were combined for groundwater exploration in parts of Enugu metropolis. The area is underlain by Enugu Shale and Mamu Formation. A total of twenty (20) VES and four (4) 2D ERT traverses were acquired in the study area. VES and 2D ERT data were processed and interpreted using INTERPEX 1X1D and RES2DINV respectively. Sounding curves shows dominant decrease in resistivity with depth while 2D ERT inverse model shows lateral variation in resistivity of the rock layers with lower resistivity at increasing depth. VES geoelectric layer sections show top sideritic clay - clay/shale sequence. Resistivity curve analysis also shows predominance of Q and K curve types. 2D map of aquifer layer resistivity, thickness and depth were constructed. Aquifer layer resistivity range from 2.00 to 190 Ωm, while the thickness range from 10 to 75 m and a depth range of 23 to 150 m. The 2D ERT shows layer resistivity range of 0.1 to 250 Ωm. Based on the combination of the two techniques for groundwater exploration in the study area, a water table depth of 18 m with a maximum drill depth of about 100 m was determined. However, it is recommended that the selection of point of drill should be on the low saturated regolith as observed on the 2D ERT sections.
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垂直电测深与二维电阻率层析成像联合应用于尼日利亚东南部埃努古大都市部分地区的地下水勘探
垂直电测深(VES)和二维电阻率层析成像(ERT)分别采用斯伦贝谢(Schlumberger)和温纳(Wenner)配置,在埃努古(Enugu)大都市部分地区进行了地下水勘探。该地区下部为埃努古页岩和马木组。在研究区共获得20(20)个VES和4(4)个2D ERT遍历。利用INTERPEX 1X1D和RES2DINV分别对VES和2D ERT数据进行处理和解释。测深曲线以电阻率随深度减小为主,二维ERT反演模型显示电阻率较低的岩层电阻率随深度增加呈横向变化。地电剖面显示顶部菱铁矿质粘土-粘土/页岩层序。电阻率曲线分析也显示出Q和K曲线类型的优势。建立了含水层电阻率、厚度、深度二维图。含水层电阻率范围为2.00 ~ 190 Ωm,厚度范围为10 ~ 75 m,深度范围为23 ~ 150 m。二维ERT显示层电阻率范围为0.1 ~ 250 Ωm。结合两种技术在研究区进行地下水勘探,确定地下水位深度为18 m,最大钻孔深度约为100 m。但是,建议钻孔点选择在二维ERT剖面观测到的低饱和风化层上。
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来源期刊
International Journal of Physical Sciences
International Journal of Physical Sciences 综合性期刊-综合性期刊
自引率
0.00%
发文量
4
审稿时长
24 months
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