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Rainfall – runoff models have often been used to evaluate the design hydrograph in urban basins due to the lack of recorded data and changes in basin characteristics. The hydrologic model IPH II has been used by many water resources professionals to estimate the flood hydrograph in urban basins. However, the main difficulty in applying this model is estimating parameters for different scenarios. In this study floods events from 28 urban basins in 6 Brazilians cities were used. The model parameters were fitted to these basins using the floods events and basin characteristics. The analysis of forecasts and parameter variability for these basins helped guide for use of this model in other urban basins.

Estimativa dos Parâmetros do Modelo IPH II para algumas Bacias Urbanas Brasileiras