Investigation of Groundwater and The Impact of Over-Pumping in Al-Haydariyah Region, Iraq

Main Article Content

Hanadi H. Zwain
Basim Sh. Abed

Abstract

In this study; a three-dimensional model was created to simulate groundwater in Al-Haydariyah area of the governorate of Al-Najaf. A solid model was created to utilize the cross sections of 25 boreholes in the research region, and it was made out of two layers: sand and clay. The steady-state calibration was employed in six observation wells to calibrate the model and establish the hydraulic conductivity, which was 17.49 m/d for sand and 1.042 m/d for clay, with a recharge rate of 0.00007 m/day. The wells in the research region were reallocated with a distance of 1500 m between each well, resulting in 140 wells evenly distributed throughout the study area and with a discharge of 5 l/s, and the scenarios were run for 1000 days to explore the impact of over-pumping on groundwater levels. The wells were operated at three different operating hours: 4, 8, and 12 h/d. According to the results, the largest water table decrease for each scenario was 0.35, 8.25, and 8.68 m, respectively. It was discovered that the first scenario, with an operating duration of 4 h/day and a discharge of 72 l/s, was the best scenario in which dry cells did not happen.

Article Details

How to Cite
“Investigation of Groundwater and The Impact of Over-Pumping in Al-Haydariyah Region, Iraq” (2023) Journal of Engineering, 29(04), pp. 92–104. doi:10.31026/j.eng.2023.04.06.
Section
Articles

How to Cite

“Investigation of Groundwater and The Impact of Over-Pumping in Al-Haydariyah Region, Iraq” (2023) Journal of Engineering, 29(04), pp. 92–104. doi:10.31026/j.eng.2023.04.06.

Publication Dates

References

Aghlmand, R., and Abbasi, A., 2019. Application of MODFLOW with boundary conditions analyses based on limited available observations: A case study of Birjand plain in East Iran. Water (Switzerland), 11(9), pp. 1–21. doi:10.3390/w11091904.

Al-Kilabi, J. A., 2018. Hydrochemical comparison of groundwater in dibbdiba and dammam aquifers in the karbala plateau, central Iraq. Iraqi Geological Journal, 51(1), pp. 101–112.

Al-mussawy, W. H., and Al-din, A. L. A., 2014. Simulating the Impacts of Groundwater Pumping on Dibdibba Aquifer in Karbala Province. 1st International Conference on Engineering Sciences Applications, ICESA, 24-25 Dec. 2014, college of Engr., Univ. of Kerbala.

Bayat, M., Eslamia, S., Shams, G., and Hajiannia, A., 2020. Groundwater level prediction through GMS software – Case study of Karvan Area, Iran. Quaestiones Geographicae, 39(3), pp. 139–145. doi:10.2478/quageo-2020-0028.

Hussein, M. R., and Abed, B. S., 2020. Groundwater Simulation and Wells Distribution at Qazaniyah City in Diyala Governorate. Journal of Engineering, 26(9), pp. 95–113. doi:10.31026/j.eng.2020.09.07

Jalut, Q. H., Abbas, N. L., and Mohammad, A. T., 2018. Management of groundwater resources in the Al-Mansourieh zone in the Diyala River Basin in Eastern Iraq. Groundwater for Sustainable Development, 6(March), pp. 79–86. doi:10.1016/j.gsd.2017.11.004.

Kareem, H. H., 2018. Study of Water resources by Using 3D Groundwater Modeling in Al-Najaf Region Iraq. PhD. thesis, Hydro-Environmental research center- School of Engr., Cardiff University.

Khadri, S. F. R., and Pande, C., 2016. Ground water flow modeling for calibrating steady state using MODFLOW software: a case study of Mahesh River basin, India. Modeling Earth Systems and Environment, 2(1), pp. 1–17. doi:10.1007/s40808-015-0049-7.

Liang, X., Liu, Y., Jin, M., Lu, X., and Zhang, R., 2010. Direct observation of complex Tóthian groundwater flow systems in the laboratory. Hydrological Processes, 24(24), pp. 3568–3573. doi:10.1002/hyp.7758.

Mustafa, A. S., Abdulkareem, A. H., and Sou’d, R. A., 2017. Simulation of Groundwater Movement for Nuclear Research Center at AlTuwaitha Area in Baghdad City, Iraq. Journal of Engineering, 23(7), pp. 94–107.

Todd, D. K., Mays, L. W., 1980. Groundwater hydrology. JohnWiley & Sons, Inc.

Tutorials, P., and Components, R., no date. Build a basic MODFLOW model using the conceptual model approach. pp. 1–16.

Similar Articles

You may also start an advanced similarity search for this article.

Most read articles by the same author(s)

1 2 > >>