Hydraulic modelling makes possible the identification of floodplain areas for flash floods with discharge of different return
periods. High resolution DEMs allow river bed geometry identification, while prior hydrologic modeling results can serve as
input data for the hydraulic model. Once the river bed and floodplain roughness coefficient are set, the floodplains can be
delineated on the base of MIKE11 model. For the present study the authors have used three gauged small rivers situated in the
Zărandului Mountains (Romania). The article shows the procedure to calculate the maximum discharges for high probability
exceedance at the entrance and exit of seven villages and to draw the corresponding floodplains, for the benefit of population’s
protection.