Spatial Resistivity Mapping of Ureje Dam Floor, Southwestern Nigeria

Ureje Dam, Ado-Ekiti has witnessed drastic reduction in the water storage capacity of its reservoir. It became imperative to determine the possible cause(s) of the reduction in storage capacity. Geophysical investigation involving the vertical electrical sounding technique of the electrical resistiv...

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Main Authors: Fatoba J.O., Eluwole A.B., Sanuade O.A., Aroyehun M.T.
Format: Article
Language:English
Published: Sciendo 2020-06-01
Series:Materials and Geoenvironment
Subjects:
Online Access:https://doi.org/10.2478/rmzmag-2019-0025
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spelling doaj-052c35f994f34a488f24e39a03877c0c2021-09-05T14:01:28ZengSciendoMaterials and Geoenvironment1854-74002020-06-0166424525510.2478/rmzmag-2019-0025rmzmag-2019-0025Spatial Resistivity Mapping of Ureje Dam Floor, Southwestern NigeriaFatoba J.O.0Eluwole A.B.1Sanuade O.A.2Aroyehun M.T.3Dept. of Geophysics, Federal University Oye-Ekiti, NigeriaDept. of Geophysics, Federal University Oye-Ekiti, NigeriaKing Fahd University of Petroleum and MineralsDept. of Geophysics, Federal University Oye-Ekiti, NigeriaUreje Dam, Ado-Ekiti has witnessed drastic reduction in the water storage capacity of its reservoir. It became imperative to determine the possible cause(s) of the reduction in storage capacity. Geophysical investigation involving the vertical electrical sounding technique of the electrical resistivity method was conducted in the upstream part of the dam. Five lithologic units that include the mud/suspended materials, such as sandy clay, clay, weathered/fractured bedrock and fresh bedrock, were delineated. The respective resistivity and thickness range of the units are 2–19 ohm-m; 147–206 ohm-m, 2–38 ohm-m; 47–236 ohm-m and 455–1516 ohm-m and 0.4–1.9 m; 0.5–2.5 m; 1.0–12.2 m; 7.3–16.4 m and ∞. The thickness of suspended materials, resistivity/thickness of weathered layer and the presence of near-surface impervious layer were used as the main indices for the spatial demarcation of the dam axis in terms of vulnerability to loss of impounded water. Using the cumulative response of the indices, the study concluded that the eastern to southeastern parts of the dam axis showed the highest indications of vulnerability to loss of impounded water.https://doi.org/10.2478/rmzmag-2019-0025drastic reductionvulnerabilityspatial demarcationimpounded waterdrastično znižanjeranljivostprostorska razmejitevzajezena voda
collection DOAJ
language English
format Article
sources DOAJ
author Fatoba J.O.
Eluwole A.B.
Sanuade O.A.
Aroyehun M.T.
spellingShingle Fatoba J.O.
Eluwole A.B.
Sanuade O.A.
Aroyehun M.T.
Spatial Resistivity Mapping of Ureje Dam Floor, Southwestern Nigeria
Materials and Geoenvironment
drastic reduction
vulnerability
spatial demarcation
impounded water
drastično znižanje
ranljivost
prostorska razmejitev
zajezena voda
author_facet Fatoba J.O.
Eluwole A.B.
Sanuade O.A.
Aroyehun M.T.
author_sort Fatoba J.O.
title Spatial Resistivity Mapping of Ureje Dam Floor, Southwestern Nigeria
title_short Spatial Resistivity Mapping of Ureje Dam Floor, Southwestern Nigeria
title_full Spatial Resistivity Mapping of Ureje Dam Floor, Southwestern Nigeria
title_fullStr Spatial Resistivity Mapping of Ureje Dam Floor, Southwestern Nigeria
title_full_unstemmed Spatial Resistivity Mapping of Ureje Dam Floor, Southwestern Nigeria
title_sort spatial resistivity mapping of ureje dam floor, southwestern nigeria
publisher Sciendo
series Materials and Geoenvironment
issn 1854-7400
publishDate 2020-06-01
description Ureje Dam, Ado-Ekiti has witnessed drastic reduction in the water storage capacity of its reservoir. It became imperative to determine the possible cause(s) of the reduction in storage capacity. Geophysical investigation involving the vertical electrical sounding technique of the electrical resistivity method was conducted in the upstream part of the dam. Five lithologic units that include the mud/suspended materials, such as sandy clay, clay, weathered/fractured bedrock and fresh bedrock, were delineated. The respective resistivity and thickness range of the units are 2–19 ohm-m; 147–206 ohm-m, 2–38 ohm-m; 47–236 ohm-m and 455–1516 ohm-m and 0.4–1.9 m; 0.5–2.5 m; 1.0–12.2 m; 7.3–16.4 m and ∞. The thickness of suspended materials, resistivity/thickness of weathered layer and the presence of near-surface impervious layer were used as the main indices for the spatial demarcation of the dam axis in terms of vulnerability to loss of impounded water. Using the cumulative response of the indices, the study concluded that the eastern to southeastern parts of the dam axis showed the highest indications of vulnerability to loss of impounded water.
topic drastic reduction
vulnerability
spatial demarcation
impounded water
drastično znižanje
ranljivost
prostorska razmejitev
zajezena voda
url https://doi.org/10.2478/rmzmag-2019-0025
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