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Re: error running the unsteady flow post processor
Perhaps, RAS is having trouble with the Computation Interval = Hydrograph Output Interval = Detailed Output Interval.
Or perhaps, your simulation blew up and there is no data. A 1hour timestep for the Computation Interval is WAAAAAAYYYY to long for a dam break simulation.
For a dam failure, the computation interval should attempt to satisfy the Courant condition such that the floodwave does not propogate beyond the next cross section d/s during the next timestep. In equation form: Cr<Vwave* (Timestep/XSspacing)<1.
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