HYDROGEOPHYSICAL SURVEY OF THE FRESHWATER-SALINEWATER INTERFACE IN OPOBO/NKORO LOCAL GOVERNMENT AREA, RIVERS STATE, SOUTH EASTERN NIGER DELTA
HYDROGEOPHYSICAL
SURVEY OF THE FRESHWATER-SALINEWATER INTERFACE IN OPOBO/NKORO LOCAL GOVERNMENT
AREA, RIVERS STATE,
SOUTH
EASTERN NIGER DELTA
Womuru
Edwin Nnamdi and Ibim, Dagogo Franklin
Department
of Physics,
Ignatius
Ajuru University of Education, Port Harcourt, Rivers State, Nigeria
Email:
edwinwomuru@gmail.com
ABSTRACT
Nine Schlumberger
Vertical electrical sounding (VES) were
carried out in
Opobo/Nkoro Local government
Area in Rivers State of
Nigeria .The vertical electrical sounding
data were modeled using
resist software into five geo
electric layers. The first
layer is the top soil while
that of the other
layers varied between
sand, coarse sand, clayey sand, clay
and gravelly
sand. The interpreted resistivity shows that the resistivity is very low in VES I (Oprokuno Nkoro),VES 2 (Nkoro II), VES 3 (Queens Town), VES 4(Kalaibiama), VES 5(Minima), VES 6 (Opusunju, VES 7(Oprokuno Town I), VES 8 (Opobo Town 2) and VES 9(Opobo Town 3).The areas with extreme low resistivity values are VES 3, VES 5, VES6, VES7,VES8 and VES 9. The depth of freshwater and salinewater interface ranges from 19.7m to 60.2m. The highest value occur in Nkoro (VES2).
sand. The interpreted resistivity shows that the resistivity is very low in VES I (Oprokuno Nkoro),VES 2 (Nkoro II), VES 3 (Queens Town), VES 4(Kalaibiama), VES 5(Minima), VES 6 (Opusunju, VES 7(Oprokuno Town I), VES 8 (Opobo Town 2) and VES 9(Opobo Town 3).The areas with extreme low resistivity values are VES 3, VES 5, VES6, VES7,VES8 and VES 9. The depth of freshwater and salinewater interface ranges from 19.7m to 60.2m. The highest value occur in Nkoro (VES2).
Key Words: Hydrogeophysical, vertical electrical sounding,
groundwater, saline water intrusion.
INTRODUCTION
Overtime
there has been
dependence on subsurface
water resources to augment
domestic needs of
freshwater supplies gotten from the
surface which further
serves as a rallying
point for industrial
and agricultural requirements.
Most times groundwater resources are
preferable to surface water resources due to
the fact that it is
not easily prone to
surface pollution and it is
always available regardless
of seasons (Nkotagu & Nkwizu, 2004
Oyedele & Momoh, 2009). Oyedele &
Momoh confirmed that it has
also been found that
groundwater supplies are
more economic in purification aspect than
alternative water supplies, specifically surface water
resources (Oyedele & Momoh, 2009).
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