尼日利亚西南部阿贝奥库塔laderin住宅区地下水潜力地电调查

A. Alabi, A. O. Adewale, O. O. Adeleke, F. G. Akinboro, Ayodeji Afe, A. Ganiyu
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引用次数: 0

摘要

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Wenner电极阵列配置,对尼日利亚西南部奥贡州阿贝奥库塔(Abeokuta) Oke-mosan的Laderin Housing Estate的地下水潜力进行了调查。该地区位于尼日利亚西南部的地下建筑群之下。该研究旨在确定含水层/地下水带,并确定研究区域的岩性特征。进行了9条VES和4条长度从100米到150米不等的二维ERT线的地球物理调查。分别使用RES2DINV和WINRESIST软件对ERT和VES的现场数据进行处理和解释。消除了伪剖面的几何影响,得到了真实深度和真实地层电阻率图像。共发现3 ~ 4个地电层,分别为;表土,风化层,断裂和新鲜的基底岩。二维反演结果提供了有利于地下水开发的岩性单元、风化剖面和地质构造。结果表明,圈定基底岩的电阻率范围为701.3 Ωm ~ 9459.3 Ωm。基岩地形覆盖层厚度在3 m ~ 16.4 m以上不等,较浅。地球物理调查表明,2号、3号、4号、5号和6号井是可能抽取地下水的位置。地形复杂,覆盖层较厚,也是地下水开发的有利目标。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
GEO-ELECTRIC INVESTIGATION OF GROUNDWATER POTENTIAL IN LADERIN HOUSING ESTATE, ABEOKUTA, SOUTHWESTERN, NIGERIA
Vertical Electrical Sounding (VES) and 2D Electrical Resistivity Tomography (ERT), with Schlumberger and Wenner electrode array configurations respectively were employed to investigate the groundwater potential of Laderin Housing Estate located at Oke-mosan, Abeokuta, Ogun state, southwestern Nigeria. The area is underlain by the basement complex of the southwestern Nigeria. The research aimed at determining the aquifer/groundwater zone and characterizes the lithology of the study area. The geophysical survey involving nine VES and four profile of 2-D ERT lines with lengths varying from 100 m to 150 m were carried out.  The field data from both the ERT and VES were processed and interpreted using RES2DINV and WINRESIST software respectively. Geometrical effects from the pseudo-section were removed and an image of true depth and true formation resistivity were produced. Three to four geo-electric layers were revealed in all, which are; topsoil, weathered layer, fractured and fresh basement rock. The result of 2 D inversion provide lithologic unit, weathering profile and geological structure favourable for groundwater potential. The results show that the basement rock was delineated with resistivity values that range between 701.3 Ωm and 9459.3 Ωm. The bedrock topography has a variable thickness of overburden between 3 m and above 16.4 m, which is fairly shallow.  The geophysical survey show that VES 2, VES 3, VES 4, VES 5, and VES 6 are possible location for groundwater extraction. The difficult terrain, where thick overburden are located are also promising target for groundwater development.    
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