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  • in reply to: When to use permanent ineffective flow areas #8378
    J Butler
    Participant

    I attended a HEC-RAS class given by the National Highway Institute, and I asked the instructors about this permanent ineffective areas business. They said that it was not applicable to steady-state modeling, and they would never recommend using it in a steady-state model. “Absolutely not” was one instructor’s reply.

    The reason that permanent ineffective areas are included in RAS is for use in unsteady flow applications, when a model is crashing or otherwise acting squirrelly and you need to ‘put your thumb on it’ in order to make it resolve.

    Straight from the horse’s mouth. 😉

    in reply to: Runtime errors & crashing when entering scour parameters #8400
    J Butler
    Participant

    Thanks y’all. When I next have time I may try to put the data into the data file itself instead of entering on the input screen.

    in reply to: When to use permanent ineffective flow areas #8377
    J Butler
    Participant

    Thanks Chris.

    in reply to: NOAA Atlas 14 Updated #8307
    J Butler
    Participant

    Thanks for the info and link!

Viewing 4 posts - 1 through 4 (of 4 total)