Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/16411
Title: Transient Investigation of the Critical Abstraction Rates in Coastal Aquifers: Numerical and Experimental Study
Authors: Abdel Gawad, A
Abdoulhalik, A
Ahmed
Moutari, S
Hamill, G
Issue Date: 2018
Publisher: Springer Verlag
Citation: Water Resources Management
Abstract: This research investigated the transient saltwater upconing in response to pumping from a well in a laboratory-scale coastal aquifer. Laboratory experiments were completed in a 2D flow tank for a homogeneous aquifer where the time evolution of the saltwater wedge was analysed during the upconing and the receding phase. The SEAWAT code was used for validation purposes and to thereafter examine the sensitivity of the critical pumping rate and the critical time (the time needed for the saltwater to reach the well) to the well design and hydrogeological parameters. Results showed that the critical pumping rate and the critical time were more sensitive to the variations of the well location than the well depth. The critical time increased with increasing the location and depth ratios following a relatively linear equation. For all the configurations tested, the lowest critical pumping rate was found for the lower hydraulic conductivity, which reflects the vulnerability of low permeability aquifers to salinization of pumping wells. In addition, higher saltwater densities led to smaller critical pumping rate and shorter critical time. The influence of the saltwater density on the critical time was more significant for wells located farther away from the initial position of the interface. Moreover, increasing the dispersivity induced negligible effects on the critical pumping rate, but reduced the critical time for a fixed pumping rate.
URI: http://bura.brunel.ac.uk/handle/2438/16411
ISSN: 0920-4741
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Embargoed Research Papers

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