CASTOR - SIMPLIFIED DAM-BREAK WAVE MODEL

The five computation steps of CASTOR-a simplified dam-break, flood-wav e model-are described. The first step uses a simple relation to determ ine peak discharge at the dam. Second, a dimensionless graph gives pea k discharge at the distance x from the dam. Afterwards the uniform-flo w equation is used to compute peak water elevation, peak velocity, and wave arrival time. The validation of these last three steps is obtain ed on a set of 15 dams and 440 channel cross sections by comparison to the results of the model RUBAR 3, which solves Saint Venant equations . The deviation is less than 30% for peak water depth and 50% for othe r results in more than 90% of the cross sections. Such statistically j ustified results might be used independently from CASTOR. The example of the Lawn Lake Dam failure is treated by CASTOR; except for a point where the topography changed during the flood, peak water depth shows a deviation less than 20%.