Steady-State Effect of Freshwater Injection on Seawater IntrusionSource: Journal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 003Author:A. Mahesha
DOI: 10.1061/(ASCE)0733-9437(1996)122:3(149)Publisher: American Society of Civil Engineers
Abstract: Steady-state solutions for the motion of the freshwater-seawater interface due to series of injection wells were obtained using a sharp interface finite element model. The performance of the numerical model was tested with the existing analytical solution. The model was then used to perform the parametric studies on the effects of the location of the series of injection wells, spacing of the wells, and the freshwater injection rate on the seawater intrusion into coastal confined aquifers. The performances of the injection wells in single and double series along the coast were studied and compared. The key variables were grouped into nondimensional parameters, and the relationship between them was presented as a set of characteristic curves. Results indicate that the reduction of seawater intrusion (up to 60–90%) can be achieved through proper selection of the injection rate and spacing between the wells.
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contributor author | A. Mahesha | |
date accessioned | 2017-05-08T20:48:18Z | |
date available | 2017-05-08T20:48:18Z | |
date copyright | May 1996 | |
date issued | 1996 | |
identifier other | %28asce%290733-9437%281996%29122%3A3%28149%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27724 | |
description abstract | Steady-state solutions for the motion of the freshwater-seawater interface due to series of injection wells were obtained using a sharp interface finite element model. The performance of the numerical model was tested with the existing analytical solution. The model was then used to perform the parametric studies on the effects of the location of the series of injection wells, spacing of the wells, and the freshwater injection rate on the seawater intrusion into coastal confined aquifers. The performances of the injection wells in single and double series along the coast were studied and compared. The key variables were grouped into nondimensional parameters, and the relationship between them was presented as a set of characteristic curves. Results indicate that the reduction of seawater intrusion (up to 60–90%) can be achieved through proper selection of the injection rate and spacing between the wells. | |
publisher | American Society of Civil Engineers | |
title | Steady-State Effect of Freshwater Injection on Seawater Intrusion | |
type | Journal Paper | |
journal volume | 122 | |
journal issue | 3 | |
journal title | Journal of Irrigation and Drainage Engineering | |
identifier doi | 10.1061/(ASCE)0733-9437(1996)122:3(149) | |
tree | Journal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 003 | |
contenttype | Fulltext |