A Two-Dimensional Numerical Model of Groundwater Flow in Safwan AlZubair Area, South of Iraq

  • Huda F. Munshid Civil Engineering Department, College of Engineering, University of Basrah
  • Ali H. Al Aboodi Civil Engineering Department, College of Engineering, University of Basrah
Keywords: Two-dimensional, Model, Groundwater, Flow, Modflow,, Safwan Al Zubair

Abstract

A two-dimensional model was developed to simulate the unsteady state flow of groundwater in
the upper part of Dibdibba sandy unconfined aquifer in Safwan-Zubair area, south of Iraq, in order
to assess the hydraulic characteristics in this aquifer by the comparison of the observed head and
calculated head, as well as the use of this model to predict the groundwater head in case of
changing weather conditions. The suggested conceptual model, which is advocated to simulate the
flow regime of aquifer, is fixed for one layer, i.e. the activity of the deeper aquifer is negligible.
Seven cases were considered during sensitivity analysis. The results of sensitivity analysis showed
that the increment of the initial values of hydraulic conductivity (K) and specific yield (Sy) more
than 100% can lead to a noticeable increment in the level of groundwater. The unsteady state
calibration results were evaluated by comparing the temporal variation in simulated heads with
those of observed ones at thirteen observed wells. According to the calibration process, the
hydraulic characteristics of the upper aquifer have been redistributed; the hydraulic conductivity
in the study area was between (15-150) m/day, while the specific yield was between (0.125-0.45).
Published
2019-04-25
Section
Articles