Joseph Ayo Babalola大学校园环境地下结构的地电学研究,尼日利亚西南部Osun州Ikeji Arakeji

O. Odeyemi, O. Odeyemi, S. A. Owolabi, E. A. Mamukuyomi, R. A. Salako
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摘要

由于尼日利亚西南部Ikeji Arakeji的Joseph Ayo Babalola大学的教职员工和学生数量迅速增加,因此进行这项研究非常重要,以便在时机成熟时推荐可以钻孔的实际位置,以获得良好的潜在地下水产量。本研究的目的是在研究区进行垂直电测深地球物理调查,以确定适合地下水聚集的良好含水层。研究区位于北纬0820225 m ~ 0820345 m (UTM)和东经717320 m ~ 717450 m (UTM)之间。采用斯伦贝谢电极阵列进行研究,采用欧姆电阻率仪进行数据采集。研究区地电测量包括12个垂直电测深,最大电流电极间距(AB)为100 m。模型曲线以kh型为主。由测深曲线生成的地电剖面揭示了4层地球模型。表层土为粘土、粘土砂/红土砂,电阻率为54.7 ~ 210.10 ω -m,厚度为0.2 ~ 0.8m。第二层为红土粘土,电阻率为334 ~ 963 ω -m,厚度为1.5 ~ 10.8m。第三层为粘土/砂质破碎石英岩,为含水层单元。电阻率在71.7 ~ 498 ω -m之间,厚度在2.1 ~ 76.3 m之间。第四层为断裂/可能为新鲜基底基岩,电阻率为1879 ~ 13991.8 ω -m。因此,建议在具有低电阻率裂缝基底且厚度可观的地区进行钻孔定位。研究区垂直电测深点为地下水富集的良好含水层。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geoelectrical Investigation of Subsurface Structures for Mapping Groundwater Potential of Joseph Ayo Babalola University Campus Environment, Ikeji Arakeji, Osun State, Southwestern Nigeria
Owing to fast increase in number of staff and students of Joseph Ayo Babalola University, Ikeji Arakeji, Southwestern Nigeria, it is therefore very important to carry out this research in order to recommend the actual locations where boreholes can be sunk for good potential yields of groundwater when the time comes. The aim of this research is to carry out vertical electrical sounding geophysical survey at study area with a view to determining good aquifers that are good for the accumulation of groundwater. The study area is located between latitude 0820225 m to 0820345 m (UTM) Northings and longitude 717320 m to 717450 m (UTM) Eastings. Schlumberger electrode array was employed for the study using Ohmega Resistivity meter for the data acquisition. The geoelectric survey of the study area comprised of twelve vertical electrical soundings, with maximum current electrode spacing (AB) of 100 m. The modeled curves are mainly KH-type. The geoelectric sections generated from the sounding curves revealed 4 major layers earth models. The topsoil is made up of clay, clayey sand/lateritic sand with resistivity and thicknesses varying from 54.7 – 210.1ohm-m and 0.2 –0.8m respectively. The second layer is the lateritic clay with resistivities and thicknesses varying from 334 – 963ohm-m and 1.5 – 10.8m respectively. The third layer constitutes the clay / sandy fractured quartzite and it serves as the aquifer unit. The resistivity values lie between 71.7 and 498 ohm-m while the thicknesses vary from 2.1 – 76.3 m. The fourth layer is the fractured/presumably fresh basement bedrock with the resistivity varying from 1879 – 13991.8 ohm-m. Areas characterized with fractured basement of low resistivity with appreciable thickness are therefore recommended for the siting of boreholes. It is concluded that the vertical electrical sounding points of the study area are good aquifers for groundwater accumulation.
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