Abstract

Geodynamics is the study of the forces and their effects on motion and physics of the processes and the phenomena attending the steady evolution of the earth and the changes that are still going on. This study revealled the significance of electrical resistivity method on effect of geodynamic activities on an existing Dam monitoring at Ojirami Dam, Edo State, Nigeria. The electrical resistivity method involved three techniques: 2D Electrical Resistivity Tomography (ERT), Vertical Electrical Sounding (VES) and Horizontal Profiling (HP). 2D ERT using Dipole-Dipole electrode array with inter-station separation of 5 m and an expansion factor that varied from 1 to 5 with Nine (9) VES were carried out using Schlumberger array with current electrode spacing varying from 1.0 to 65.0 m and HP using Wenner array with an electrode spacing of 20 m and electrode movement at 5 meters. The 2-D imaging (Dipole-Dipole) gave information on the subsurface characteristic which section delineated five major geologic layers comprising of the topsoil, weathered basement, fractured zone, partly fractured basement and the fresh basement. The geoelectric sections identified three to four geoelectric/geologic subsurface layers along the traverse. The HP revealled the pattern of resistivity variations within the subsurface. The entire results correlate well with one another showing that all the techniques used were complemented. The combination of these techniques has proved effective and useful in geodynamic activities of the existing dam. Ojirami Dam is at a critical point of yielding to activities of geodynamic processes that may occur from the main axis, of major weak zones as observed between 75 to 95.00 m and 115 to 145.00 m. Hence, there is need to call government attention for further confirmatory test using other geophysical methods and subsequently putting in place remedial measures to prevent its future occurrence.

Highlights

  • Ojirami dam foundation stone was laid on the 26th of March 1971 and was commission on 20th of January 1974

  • Ojirami Dam is at a critical point of yielding to activities of geodynamic processes that may occur from the main axis, of major weak zones as observed between 75 to 95.00 m and 115 to 145.00 m

  • It’s imperative that the geodynamic of the Dam may be considered to be in serious danger owing to the fact that the existence of a major weak zone has been established along the main Dam axis and over time, this is expected to widen up as a result of stress and strain, temperature variation, internal and external pressure, river and sea rise and many a time gradual earth movements resulting from weathering, cracks, joining, fracturing and faulting

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Summary

Introduction

Ojirami dam foundation stone was laid on the 26th of March 1971 and was commission on 20th of January 1974. It is located between Akuku and Ojirami communities in Akoko Edo local government area of Edo state. Early detection of seepage zones can help ensure that aging dams are properly maintained and that failures as a result of seepage are averted (Ogilvy et al, 1969; Foster et al, 2000; Ikard, 2013). Several of those dams as the earthen dams around the world suffer from common filtration or leakage problems.

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