Hi,
I am devoting dam break model.
I want to ask the calibration options in unstedy flow [dam break routing]?
I think, that a Rating Curve we can’t use, because it is very complicated or impossible to calculate for cross section, where is a built-up area, … .
We can’t use also High Water Mark, because dam break is potential case, we have any historical records.
thank you very much
Greetings!