Authors :
Ingoroko T. S.; Yaya O. O.; Akintayo T.; Zingchang A. H.; Aliyu A. D.; Terrang S. U.; Ugbe R. U.
Volume/Issue :
Volume 10 - 2025, Issue 10 - October
Google Scholar :
https://tinyurl.com/mrs7phpa
Scribd :
https://tinyurl.com/2p78k4ej
DOI :
https://doi.org/10.38124/ijisrt/25oct1426
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Abstract :
The purpose of this study is to determine hydraulic properties of groundwater in college of petroleum and energy
studies within Kaduna metropolis of North-western Nigeria using pumping test. Single well pumping tests were conducted
for a period of 45 minutes to 5 hours at constant rate using 20 boreholes located in the study area to determine the aquifer
parameters. The data obtained during pumping test sessions which lasted for a period of 20 to 120 minutes include; the static
water level which varied from 3.8 to 9.0 m, the total depth of the existing boreholes vary from 14.9 to 66.3 m and the
maximum drawdown observed was between 6.2 to 46.57 m. The obtained data were used to compute the hydraulic properties
using the Cooper Jacob method. The results indicated that the yield capacity varied between 26.78 to 88.13 m3
/day with an
average of 45.56 m3
/day, specific capacity values range from 0.934 - 7.956 m2
/day with an average of 3.152 m2
/day, aquifer
transmissivity values varied from 0.494 to 4.982 m2
/day with an average of 1.747 m2
/day while hydraulic conductivity values
varied from 0.016 to 0.255 m/day, with an average of 0.074 m/day. Transmissivity-based classification reveals a very low to
low yield aquifer. According to the transmissivity and hydraulic coefficient, low horse power home pump size boreholes
should be placed in the area for sustainable aquifer productivity. A strong correlation (correlation coefficient, R2
) of 0.8305
was obtained between transmissivity and specific capacity. The outcome thus points to a fair water-bearing unit that is able
to supply a respectable volume of water for domestic needs. The findings of the research might provide baseline data for the
study area's groundwater development and utilization.
Keywords :
Groundwater, Boreholes, Pumping Test, Aquifer Parameters and Kaduna.
References :
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The purpose of this study is to determine hydraulic properties of groundwater in college of petroleum and energy
studies within Kaduna metropolis of North-western Nigeria using pumping test. Single well pumping tests were conducted
for a period of 45 minutes to 5 hours at constant rate using 20 boreholes located in the study area to determine the aquifer
parameters. The data obtained during pumping test sessions which lasted for a period of 20 to 120 minutes include; the static
water level which varied from 3.8 to 9.0 m, the total depth of the existing boreholes vary from 14.9 to 66.3 m and the
maximum drawdown observed was between 6.2 to 46.57 m. The obtained data were used to compute the hydraulic properties
using the Cooper Jacob method. The results indicated that the yield capacity varied between 26.78 to 88.13 m3
/day with an
average of 45.56 m3
/day, specific capacity values range from 0.934 - 7.956 m2
/day with an average of 3.152 m2
/day, aquifer
transmissivity values varied from 0.494 to 4.982 m2
/day with an average of 1.747 m2
/day while hydraulic conductivity values
varied from 0.016 to 0.255 m/day, with an average of 0.074 m/day. Transmissivity-based classification reveals a very low to
low yield aquifer. According to the transmissivity and hydraulic coefficient, low horse power home pump size boreholes
should be placed in the area for sustainable aquifer productivity. A strong correlation (correlation coefficient, R2
) of 0.8305
was obtained between transmissivity and specific capacity. The outcome thus points to a fair water-bearing unit that is able
to supply a respectable volume of water for domestic needs. The findings of the research might provide baseline data for the
study area's groundwater development and utilization.
Keywords :
Groundwater, Boreholes, Pumping Test, Aquifer Parameters and Kaduna.