On the use of satellite rainfall data to design a dam in an ungauged site
The estimation of the design peak discharge is crucial for the hydrological design of
hydraulic structures. A commonly used approach is to estimate the design storm through the
intensity–duration–area–frequency (IDAF) curves and then use it to generate the design discharge
through a hydrological model. In ungauged areas, IDAF curves and design discharges are derived
throughout regionalization studies, if any exist for the area of interest, or from using the hydrological