Research Article

Hydraulic-Hydrology Analysis of the Turbulent Seepage Flow within Karst Aquifer of the Golubinka Spring Catchment

Table 2

Ranges of parameter values carried out by the optimization procedure based on the input hydrograph obtained using (1) (linear and nonlinear) and the optimal values of the parameters used for calculating hydrographs with the KarstMod model.

Optimization parameterRangeOptimal value
LinearNonlinear

(km2)20–7030.4231.89
(mm)0–1001.763.66
(mm)0–10019.7358.57
(mm)0–10025.9818.92
(mm/day)–1000.05511.37
(-)0.2–42.080.43
(mm/day)–1000.09540.46
(mm/day)–1000.01300.00035
(mm/day)–1000.000260.00031
(mm/day)–1000.02770.090
(-)0.2–41.000.68
WOBJ value (calibration stage)0.610.69
WOBJ value (validation stage)0.630.60