4.6 Article

Analytical Solution of Saltwater Intrusion in Costal Aquifers Considering Climate Changes and Different Boundary Conditions

Journal

WATER
Volume 13, Issue 7, Pages -

Publisher

MDPI
DOI: 10.3390/w13070995

Keywords

saltwater intrusion; analytical solution; numerical solution; climate change; Nile Delta aquifer

Funding

  1. Department of Water and Water Structures Engineering, Faculty of Engineering, Zagazig University, Zagazig, Egypt
  2. Slovak Research and Development Agency [APVV-17-0549]
  3. project Erasmus+ [KA203-46B086C2]
  4. [KEGA 059TUKE-4/2019]

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Groundwater contamination caused by saltwater intrusion has a significant impact on freshwater quality. This study developed an analytical solution to investigate this phenomenon and compared the results with numerical models in different scenarios related to sea-level rise, recharge reduction, over pumping, and their combination. The analytical solution showed good agreement with numerical results, indicating its potential for similar studies with time and resource constraints.
Groundwater contamination due to saltwater intrusion (SWI) has an extreme effect on freshwater quality. Analytical and numerical models could be used to investigate SWI. This study aims to develop an analytical solution to investigate SWI into coastal aquifers which was applied to a real case study at the Middle Nile Delta aquifer (MNDA). The study presented a new formula to predict the difference in depth of freshwater to seawater interface due to a change in boundary conditions. A Computer Program for Simulation of Three-Dimensional Variable-Density Ground-Water Flow and Transport (SEAWAT) is used for groundwater flow simulation and SWI and the results compared with the developed analytical solution. Four scenarios are considered in the study, including; the sea-level rise (SLR), reduction in recharge, over abstraction, and combination after 50 years (2070). The analytical solution gave good results compared to the numerical one where Equiline 1 intruded to 103 and 101.66 km respectively at the base case. The results also gave a good agreement between numerical and the analytical solution for SLR due to climate changes by 52.80 cm where the Equiline 1 reached to 105 and 103.45 km. However, the reduction in aquifer recharge by 18.50% resulted in an intrusion for the Equiline-1 to 111 and 108.25 km from the shoreline. Over pumping due to the increase in population by 89% has increased the SWI to reach 121,110.31 km, while it reached 131 and 111.32 km at a combination of the three scenarios, which represents the highest threatening scenario. Also, the difference between the two solutions reached 1.30%, 1.48%, 2.48%, 8.84%, and 15.02%, respectively for the base case and four scenarios. For the current case study, the analytical model gave good results compared to the numerical one, so that the analytical solution is recommended for similar studies, which could save the time and capabilities of computer required for the numerical solutions.

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