1.Brocca, L., Melone, F., and Moramarco, T. 2011. Distributed rainfall-runoff modeling for flood frequency estimation and flood forecasting. Hydrological Processes. Pp: 2801-2813.
2.Box, G.E.P., and Cox, D.R. 1964. An analysis of transformations, J. R. Stat. Soc. Ser. B.
Pp: 211-252.
3.Corradini, C., Melone, F., and Ubertini, L. 1995. A semi-distributed model for direct runoff estimate. In Applied Simulation and Modelling, Hamza, M.H. (ed.). IASTED Acta Press: Anahheim (CA), Pp: 541-545.
4.Dooge, J.C.I. 1959. A General Theory of the Unit Hydrograph. J. Geophysic. Res.
64: 241-256.
5.Green, W.H., and Ampt, G.A. 1911. Studies on soil physics. J. Agric. Sci. 4: 1-24.
6.Gupta, H., Sorooshian, S., and Yapo, P. 1998. Toward improved calibration of hydrologic models: Multiple and noncommensurable measures of information, Water Resour. Res.
34: 751-763.
7.Horton, R. 1933. The role of infiltration in the hydrological cycle. Trans. AGU. 14: 446-460.
8.Horton, R. 1939. Analysis of runoff-plot experiments with varying Infiltration capacity. Trans. AGU. 20: 693-711.
9.Imbeau, M.E., La Durance. 1892. Regime. Crues et inundations. Ann. Ponts Chausses Mem. Doc. Ser. Pp: 5-18.
10.Kollat, J.B., Reed, P.M., and Wagener, T. 2012. When are multiobjective calibration
trade-offs in hydrologic models meaningful? Water Resour. Res. 48: W03520.
11.Lighthill, M., and Whitham, G. 1955. On Kinematic waves I and II a theory of traffic flow on long crowded roads. Proc. Royal Society, London, Series A, 229, Pp: 317-345.
12.Mulvany, T.J. 1850. On the use of self registering rain and flood gauges. Inst. Civ. Eng. Proc. (Dublin), 4: 1-8.
13.Nash, J.E., and Sutcliffe, J.V. 1970. River flow forecasting through conceptual models part I. A discussion of principles, J. Hydrol. 10: 282-290.
14.Nash, J.E. 1957. The Form of the Instantaneous Unit Hydrograph. International Association of Scientific Hydrology Publication. 45: 114-121.
15.Sadeghi, T.S., Pourreza, B.M., and Taghian, M. 2015. Multi-Objective Optimization of
the Hedging Model for reservoir Operation Using Evolutionary Algorithms. J. Water Wastewater. 26: 14-22. (In Persian)
16.Sherman, L.K. 1932. Streamflow from rainfall by the unit-graph method, Eng. News Rec. 108: 501-505.
17.Tang, Y., Reed, P., and Wagener, T. 2006. How efficient and effective are evolutionary multiobjective algorithms at hydrologic model calibration? Hydrol. Earth Syst. Sci.
10: 289-307.
18.Vrugt, J.A., and Robinson, B.A. 2007. Improved evolutionary optimization from genetically adaptive multimethod search. Proceedings of the National Academy of Sciences. 104: 708-711.
19.Zhang, X., Srinivasan, R., and Liew, M.V. 2010. On the use of multi-algorithm, genetically adaptive multi-objective method for multi-site calibration of the SWAT model. Hydrological Processes.