SRCosmos:

Order of appearence	Full citation	SRCosmos Link
1	Mckinney DC, Min-Der Lin, (1994). Genetic algorithm solution of groundwater management models, Water Resources Research, 30(6), 1897-1906.
2	Katsifarakis KL, Karpouzos DK, (1998), Minimization of pumping cost in zoned aquifers by means of genetic algorithms, Proc. Int. Conf. Protection and Restoration of the Environment ΙV, edited by K.L. Katsifarakis, G.P. Korfiatis, Y.A. Mylopoulos and A.C. Demetracopoulos, Sani, Greece, pp. 61-68.
3	Ouazar D, Cheng AHD, (2000). Application of genetic algorithms in water resources. In Groundwater Pollution Control, by K.L. Katsifarakis (ed), WIT Press, pp. 293-316.
4	Πεταλά Ζ, (2004). Βελτιστοποίηση της διαχείρισης παράκτιων υδροφορέων µε χρήση γενετικών αλγορίθµων, ?ιδακτορική διατριβή, Τµήµα Πολιτικών Μηχανικών Α.Π.Θ.
5	Goldberg DE, (1989). Genetic algorithms in search, optimisation and machine learning, Addison-Wesley Publishing Company
6	Michalewicz Z, (1994). Genetic algorithms + Data structures Evolution programs, 2nd ed., Springer-Verlag.
7	Coley DA, (1999). An Introduction to genetic algorithms for scientists and engineers, World Scientific.
8	Katsifarakis KL, Karpouzos DK, Theodossiou N, (1999). Combined use of BEM and genetic algorithms in groundwater flow and mass transport problems, Engineering Analysis with Boundary Elements, 23(7), 555-565.
9	Bear J, (1979). Hydraulics of Groundwater, McGraw-Hill.

Keywords
Abstract	Planning of groundwater resources management requires the combined use of optimization and flow simulation tools. The method of genetic algorithms has been used successfully in many complex optimization problems. In many cases the objective function (evaluation function) includes a simulation model of the respective groundwater flow. In these cases, total computational volume depends mainly on the simulation model. In this paper we study the possibility to combine genetic algorithms with a simplified analytical simulation of groundwater flow and a suitable penalty function. We have concluded, based on application examples, that one may achieve substantial reduction of computational volume, without seriously compromising the quality of the results.
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Name	Affiliation	Home page	e-mail	Total pubs
Katsifarakis KL	Division of Hydraulics and Environmental Engineering, Dept. of Civil Engineering, A.U.Th, GR- 54124 Thessaloniki, Macedonia, Greece		klkats@civil.auth.gr	14
Triantafyllou B	Πολ. Μηχανικός, Τµήµα Πολιτικών Μηχανικών Α.Π.Θ., 54124, Θεσσαλονίκη			1
Tselepidou K	Πολ. Μηχανικός, Υποψήφια ?ιδάκτωρ, Τµήµα Πολιτικών Μηχανικών Α.Π.Θ., 54124, Θεσσαλονίκη, E-mail:kleonik@civil.auth.gr			1