“…Stream-aquifer interactions and movement of bank storage between the aquifer and river can be simulated using analytical solutions (Cooper and Rorabaugh, 1963;Hantush, 1967;Dever and Cleary, 1979;Moench et al, 1974;Gill, 1985;Hunt, 1990;Govindaraju and Koelliker, 1994;Zlotnik and Huang, 1999;Moench and Barlow, 2000;Harada et al, 2000;Lal, 2001;Hantush et al, 2002) or by applying numerical methods (Pinder and Sauer, 1971;Zitta and Wiggert, 1971;Mariño, 1975;MorelSeytoux, 1975;Gureghian, 1978;Perkins and Koussis, 1996;Saquillace, 1996;Whiting and Pomeranets, 1997;Chen and Chen, 2003;Hilberts et al, 2004). Some of the above cited analytical solutions are actually quasi-analytical as they require either numerical inversion of the Laplace transforms or some iterative techniques (Zlotnik and Huang, 1999;Moench and Barlow, 2000;Lal, 2001).…”