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the increase of interface elevation caused by the excessive pumping from
well 3.
4. Results and Conclusions
A simulation-optimization model for development and management of
groundwater in coastal areas is developed. The proposed model can be
used to evaluate not only the optimal freshwater pumping rates and the
well locations but also the freshwater injection or the saltwater pumping
rates to protect freshwater pumping wells from saltwater intrusion. Integrity
of the groundwater environment is represented by three parameters indi-
cating changes in the freshwater head, the saltwater intrusion area and
the saltwater volume. The use of a numerical sharp interface eliminates, at
the expense of more computer time, most of the limitations of analytical
solutions that are used in previous optimization models.
Acknowledgments
This research was supported by a grant (3-3-2) from Sustainable Water
Resources Research Center of 21st Century Frontier Research Program.
References
1. J. Bear, A. H.-D. Cheng, S. Sorek, D. Ouazar and I. Herrera (eds.), Seawater
Intrusion in Coastal Aquifers — Concepts, Methods and Practices (Kluwer
Academic Publishers, Netherlands, 1999).
2. S.-H. Hong, S.-H. Song, S.-K. Bae and N. Park, Verification and valida-
tion of an optimization model for groundwater development in coastal areas,
Proceeding of 18th SWIM , Cartagena, Spain (2004), pp. 77-90.
3. C.-H. Park and M. M. Aral, Multi-objective optimization of pumping rates and
well placement in coastal aquifers, Journal of Hydrology 290 (2004) 80-99.
4. N. S. Park, S. H. Hong, M. G. Shim, S. Y. Han and S. K. Bae, Optimiza-
tion of groundwater withdrawal in coastal regions, Proceeding of SWICA-M3 ,
Included in CD, Merida, Mexico, 2003.
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