Abstract

The subsurface internal geometry of Rima River floodplain located in north-western area of Nigeria was investigated using 2D resistivity imaging, vertical electrical sounding (VES) and laboratory analyses. Four profiles were acquired using Wenner array. The apparent resistivity computed was used to produce 2D electrical resistivity pseudosections using RES2DINV software. A total of nine VESs were acquired along the four profiles in the study area with AB/2 of 1 to 100 m. Quantitative interpretation of VES curves was done by partial curve matching and computer-assisted 1D forward modelling with the WinResist version 1.0 software. Five pits were dug along the profiles to confirm the interpreted results from the geophysical surveys. Soil samples were collected from the pits at various depths, and hydraulic conductivity (K) was estimated in the laboratory using the constant head permeability test following standard procedure. Interpretations of electrical resistivity technique show three to four subsurface layers including topsoil, sandy material and clay/saturated clayey materials. The sandy material is believed to be saturated with water with appreciable amount of porosity and permeability. This layer was further confirmed by pitting around the study area. From the laboratory and empirical estimation of K, it was discovered that the K value ranges from 10−2 to 10−6 m/s, which shows that the sample is clean sand which is moderately to highly permeable. The grain size analysis revealed from the cumulative plot that the sample falls predominantly within medium-sized sand, which makes the study area a good aquifer system.

Highlights

  • The mapping of lithology and geometry of sand and gravel, channels and valley fills is very important

  • The results of vertical electrical sounding (VES) corroborate those of 2D resistivity imaging in that three layers were delineated which are topsoil, sandy material and clayey/saturated clayey material

  • This layer is believed to be saturated with water because of the resistivity of the layer, and the sandy material could be highly porous and highly permeable

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Summary

Introduction

The mapping of lithology and geometry of sand and gravel, channels and valley fills is very important This is because they are economically significance in that they can serve as reservoirs in both groundwater and hydrocarbon exploration. Several laboratory and field methods can be used for characterization of hydraulic properties of aquifer unit (Hogan et al 2006; Das et al 2010; Sobotkova et al 2011; Alagna et al 2015). There has been advancement in the field scale method of measurements and evaluation of hydraulic properties in different aquifer settings (Bouwer 1989; Butler and Zhan 2004; Fallico 2014; Siltecho et al 2015)

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