[1] C. T. Haan, C. T. Johnson and D. L. Brankesiek, “Hydrologic Modeling of Small Watersheds,” American Society of Agricultural Engineers, Lexington, 1982, pp. 121162.
[2] M. H. Diskin and E. Simon, “A Procedure for the Selection of Objective Functions for Hydrologic Simulation Models,” Journal of Hydrology, Vol. 34, No. 1-2, 1977, pp. 129-149. doi:10.1016/0022-1694(77)90066-X
[3] E. Servat and A. Dezetter, “Selection of Calibration Objective Functions in the Rainfall-Runoff Modeling in a Sudanese Savannah Area,” Hydrological Sciences Journal, Vol. 26, No. 4, 1991, pp. 307-330. doi:10.1080/02626669109492517
[4] S. Sorooshian and F. Arfi, “Response Surface Parameter Sensitivity Analysis Methods for Postcalibration Studies,” Water Resources Research, Vol. 18, No. 5, 1982, pp. 1531-1538. doi:10.1029/WR018i005p01531
[5] S. Sorooshian and V. Gupta, “Automatic Calibration of Conceptual Rainfall-Runoff Models: The Question of Parameter Observability and Uniqueness,” Water Resources Research, Vol. 19, No. 1, 1983, pp. 260-268. doi:10.1029/WR019i001p00260
[6] S.-T. Chu, “Generalized Mein-Larson Infiltration Model,” Journal of Irrigation and Drainage Engineering, Vol. 113, No. 2, 1987, pp. 343-354. doi:10.1061/(ASCE)0733-9437(1987)113:2(155)