HYDRAULIC CHARACTERIZATIONS FOR AQUIFER PRODUCTIVE CAPACITY IN A TYPICAL SEDIMENTARY TERRAIN, SOUTH-WEST NIGERIA
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Abstract
Pumping tests were conducted on existing 50 wells (twenty five each) with constant rate pumping test for boreholes and recovery method test for hand-dug wells within district to evaluate aquifer hydraulic parameters within Papalanto district, South-West Nigeria adopting standard methods of Cooper and Jacob straight line solution to time-drawdown data collected from observation wells. Fractured shale released water to the hand-dug wells because the required depth could not be reached for fresh water aquifer with depth range of 4.5m to 17m with a mean depth of 8.86m; mean static water level (SWL) of 5.18m and mean drawdown (DD) of 1.01m while the boreholes tapped fresh water from cavernous limestone/sandstone aquifer with a depth range of 38m to 108m with a mean depth of 75.36m, SWL of 33.8m and DD of 2.65m. Borehole discharge varied from 2.89 10-2 l/s to 8.74 10-2 l/s with a mean of 5.0 10-2 l/s with exhibited transmissibility that varied from 10-3 m2/s to 10-2 m2/s with an mean of 9.0 10-3 m2/s (777.6 m2/day) while discharge from hand-dug wells ranged from 1.0 10-2 to 4.0 10-2 l/s with an average of 1.4 10-2 l/s. The transmissibility varied from 1.0 10-1 (8.64 m2/day) to 1.9 10-1 m2/s(16,416 m2/day). The hydraulic conductivity of the study area varied from 9.005 10-5 m2/s(7.780 m2/day) to 1.012 10-3 m2/s(87.437 m2/day) in Papalanto boreholes and 9.367 10-5 m2/s (8.0931 m2/day) to 8.921 10-4 m2/s(77.077 m2/day) in Papalanto hand-dug wells. The mean recovery period of 2248 seconds and 9658 seconds were reported for Papalanto boreholes and hand-dug wells respectively. Output from the two water sources revealed that the aquiferous zones are classified as high in potentials in the designation of transmissivity magnitude for boreholes (777.6 m2/day) and good/high potentials in the transmissibility magnitude for hand-dug wells (311.04 m2/day) based on standard aquifer potentiality classification. This correlates well with the lithological description of the study area displaying fractured shale and cavernous limestone/sandstone as groundwater bearing unit releasing water into the well with good correlation obtained between transmissibility and specific capacity with correlation coefficient ( = -0.33 and = 1.00) respectively reported for Papalanto boreholes and hand-dug wells; implying higher specific capacity of an aquifer and its transmissibility, the greater the prolificacy or production capacity of the well; serving as a baseline for future development of groundwater resources in the study area.
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