Experimental Investigation on the Impact of Cutoff Wall on Seawater Recession in Coastal Aquifers Using Image Processing Technique

Document Type : Original Article

Authors

1 M.Sc. Graduate in Water Resource Engineering, Department of Civil Engineering, Jundi-Shapur University of Technology, Dezful, Iran.

2 Assistant Professor, Department of Civil Engineering, Jundi-Shapur University of Technology, Dezful, Iran.

3 Assistant Professor, Department of Technology and Engineering, Islamic Azad University, Central Tehran Branch, Tehran, Iran.

Abstract

Understanding the problem of seawater intrusion (SWI) in coastal aquifers plays an essential role in managing groundwater resources in these areas. This research examines seawater recession (SWR) in coastal aquifer in a laboratory scale; considering both homogeneous and heterogeneous environments, with and without a cutoff wall, and in a steady-state condition. For this purpose, different scenarios are defined in the laboratory, and all the effective parameters in the problem are considered and dimensionalized to facilitate salinity analysis. The laboratory data were analyzed using image processing technique and isolines with the concentration of 5%, 95%, and transition zone (Seawater hydrodynamic dispersion zone) were determined. The results showed that in a heterogeneous case, the rate of SWI was higher, and the efficiency of cutoff wall performance was higher in the homogenous case than the heterogeneous case. According to the present study results, the maximum effectiveness of cutoff wall in SWR percentage was obtained in 100% homogeneous and 92% for the heterogeneous case. The best location of the cutoff wall in this study with tank dimensions of 1 and 0.6 meters obtained 0.8 m from the tank bed and 0.2 m from the saline boundary. The achieved graphs helped to design the cutoff wall in actual media optimally.
 

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