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Viewing 6 posts - 31 through 36 (of 36 total)
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  • in reply to: copy station-elevation to excell #8967
    Robert
    Participant

    Hi sf79ers

    I solve it by Copy to Clipboard (Data and Headings) in the File and therefore I open excel (ctrl + v).
    Did I help you?

    Grettings!

    in reply to: Importing data for calibration of model #8963
    Robert
    Participant

    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!

    in reply to: Unsteady Flow Simulation Output Time Step #8863
    Robert
    Participant

    Hi Petra

    What is computation interval in the project? Because output interval must be greater than copmutation interval.

    greetings

    in reply to: Unsteady flow #8823
    Robert
    Participant

    Hi

    This is a subcritical flow, because Fr<1.0. What parameters I have to change?

    thank you very much
    Greetings!

    in reply to: Unsteady flow #8825
    Robert
    Participant

    Hi Mike

    I’ m sorry, I can’t you send my project [.prj], but I can do you some printscreen. If will you want, so you write me.

    Greetings!

    in reply to: Error Post Process #8761
    Robert
    Participant

    Hi Chris

    It is interesting, I replaced the comma with the point in windows settings and computation went in the past.
    On the basis of your advice I changed full windows settings and Hec-RAS (Dam break) work good.

    thank you very much
    greetings

Viewing 6 posts - 31 through 36 (of 36 total)