World Environmental and Water Resources Congress 2017 2017
DOI: 10.1061/9780784480625.010
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Comparison of Solutions of Coupled and Uncoupled Models for the Henry Problem

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“…SEAWAT was chosen for its ability to efficiently mimic the variable-density flow and transport environment in the study area. The way SEAWAT solves problems is by coupling MODFLOW2000 (Harbaugh et al, 2000), for solving the groundwater flow equation in the three-dimensional space (Equation 3), with MT3DMS (Zheng and Wang, 1999), for solving the solute transport equation (Equation 4), in an iterative manner (Al-Taliby and Pandit, 2017). The coupling of Equations 3 and 4 is accomplished internally in SEAWAT through an equation of state (Equation 5).…”
Section: Models Descriptionmentioning
confidence: 99%
“…SEAWAT was chosen for its ability to efficiently mimic the variable-density flow and transport environment in the study area. The way SEAWAT solves problems is by coupling MODFLOW2000 (Harbaugh et al, 2000), for solving the groundwater flow equation in the three-dimensional space (Equation 3), with MT3DMS (Zheng and Wang, 1999), for solving the solute transport equation (Equation 4), in an iterative manner (Al-Taliby and Pandit, 2017). The coupling of Equations 3 and 4 is accomplished internally in SEAWAT through an equation of state (Equation 5).…”
Section: Models Descriptionmentioning
confidence: 99%