“…(3) The input imposed on the system boundaries corresponds to the tide waves in the ocean and can be simulated with a cosinusoidal function, such as h(0, t) = h m + Acos(ωt + c) in which h m is the mean sea level [L]; (4) the measured system output corresponds to the data measured in an observation well and theoretical values which can be calculated with the theoretical solution by substituting specific values for individual variables, such as those listed in Table 1; (5) An error function can be defined, in general, with a least-squares reduction of the discrepancy between a series of measured data and those obtained theoretically; and (6) A proper method, such as a direct search method, can be used (Esaki, Zhang, Takeshita, & Mitani, 1996;Kolda, Lewis, & Torczon, 2003). The parameter identification technology was successfully used for characterizing coastal aquifer systems (e.g., Jha et al, 2008;Koizumi, 1998;Trefry & Bekele, 2004;Zhao et al, 2019).…”