University of Jos Institutional Repository >
Natural Sciences >
Geology and Mining >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/123456789/2016
|
Title: | Electrical Resistivity and River Flow Velocity Studies of Ebonyi River Bridge Sites at Onicha-Oshiri and Idembia Areas, Southeastern Nigeria |
Authors: | Ikechukwu, Ibeneme Sabinus Kalu, Ibe Kalu Nchedo, Eluwa Ndidiamaka Iwebunor, Chinyem Felix Stephen, Nwankwo Azi, Bulus Joseph Kingsley, Echendu Obi |
Keywords: | Asu-River Schlumberger |
Issue Date: | 2017 |
Publisher: | Journal of Civil, Construction and Environmental Engineering |
Series/Report no.: | Vol. 2;No. 2; Pp 59-65 |
Abstract: | Pre-design Geoelectrical and River Velocity studies have been carried out at two bridge locations: Ebonyi River at
Onicha-Oshiri road and Ebonyi River at Idembia Ezza. The objectives of the studies are to determine the geoelectrical
parameters with respect to structure and rock type at these locations in combination with geology and carry out the analysis of
the river velocity at various points. Four Vertical Electrical Sounding (VES) stations and six Velocity profiles were established
(two VES stations and three velocity profiles per bridge site). Three geoelectric layers were proposed for Onicha-Oshiri and
four to five geoelectric layers for Idembia. These layers comprise of the Top soil with resistivity range of 290-950Ωm, Silty
lateritic soil with resistivity range of 140-181Ωm, Hard lateritic soil with resistivity range of 724-860Ωm, Silty sand with
resistivity range of 163-494Ωm and Mudstone with resistivity range of 52-100Ωm. Results of Onicha-Oshiri lot show that the
velocity values range from 1.28ms-1 to 1.95ms-1. Along profile D, velocity values rise from point 1 to point 3. Along the
present bridge profile, the values are nearly the same for points 1 and 2 and rise to 1.37ms-1 at point 3. However along profile
F, the velocity value is higher at point 2 (middle of the river). At Idembia site velocity values range from 0.634m s-1 to 0.99m s-
1. Apart from profile B where the value is highest at point 3 (edge of the river) values at profiles A and C have higher amounts
at the edges and lower amounts at the central portion indicating increased scouring at the edges. The river at Onicha-Oshiri site
has higher velocity possibly on the account of this site being at the youthful stage of the river. At Onicha end, the top lateritic
matter is interbedded with fresh blue shale which may be offensive to any structure. This must be taken care of during construction by aiming at the hard sandstone below. |
URI: | http://hdl.handle.net/123456789/2016 |
Appears in Collections: | Geology and Mining
|
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.
|