The effectiveness of cutoff walls to control saltwater intrusion in multi-layered coastal aquifers: Experimental and numerical study. (1st September 2017)

• Record Type: Journal Article
• Authors: Abdoulhalik, Antoifi; Ahmed, Ashraf A.
• Is Part Of: Journal of environmental management. Volume 199(2017)
• Page Start: 62
• Page End: 73
• Publication Date: 2017-09-01
• Subjects: Physical barriers -- Seawater intrusion control -- Coastal aquifers management -- Salinization mitigation -- Soil heterogeneity -- SEAWAT; Environmental policy -- Periodicals; Environmental management -- Periodicals; Environment -- Periodicals; Ecology -- Periodicals; 363.705
• DOI: 10.1016/j.jenvman.2017.05.040
• Languages: English
• ISSNs: 0301-4797

Abstract

Abstract: The objective of this study was to examine the performance of cutoff walls in controlling saltwater intrusion in stratified heterogeneous coastal aquifers. Numerical and laboratory experiments were completed in laboratory-scale aquifer where the effectiveness of cutoff walls was assessed in three different configurations, including a homogeneous scenario, a stratified aquifer with high K–low K–high K pattern (case HLH) and another stratified aquifer with low K–high K–low K pattern (case LHL). The results show that the cutoff wall was effective in reducing the saltwater wedge in all the investigated cases of layered-aquifers with toe length reduction of up to 43%. The wall exhibited more wedge reduction in shallower than steeper hydraulic gradients. However, the soil stratification appeared to lessen the overall performance of the wall compared to the homogeneous case. The aquifer stratification disrupted the flow dynamics, and thus affected the freshwater velocity at the wall opening to various degrees, depending on the layering pattern. The presence of an interlayer of low k (case HLH) inhibited the downward movement of the freshwater towards the wall opening, and thus decreasing the repulsion ability of the wall. Moreover, the presence of an underlying low permeability layer (case LHL) was found to obstruct the freshwater flow in the lower part of the aquifer, thereby slowing down the velocity through the wall opening. Numerical analysis of other layering patterns of monotonically increasing/decreasing permeability from top to bottom showed that the cutoff wall remained effective in repulsing the seawater wedge. Highlights: Cutoff wall were found effective to control SWI in heterogeneous aquifers. The existence of underlying low K layer reduced the flow velocity through the wall opening. Low K interlayer impedes the downward freshwater movement, and thus reduces wall efficiency. The repulsion of SWI decreases with saltwater density and thickness of the low K interlayer.