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  • December 12, 2018 at 7:51 pm in reply to: Converting paper HEC-2 model to HEC-RAS #11473
    PT
    Participant

    Bob,

    I have similar situation where I have received pdf copy of HEC-2 model print out. I need to re-create HEC-RAS model for limited portion of area from pdf printout.

    You mentioned that you have a spreadsheet program that helps doing just that. I would be interested in it if it is ok with you.

    Also, how do you taking in account of meandering of stream within study area when building model from HEC-2 print out to HEC-RAS.

    Thanks,

    Paresh

    December 6, 2018 at 12:22 am in reply to: Converting paper HEC-2 model to HEC-RAS #11472
    PT
    Participant

    Bob,

    I have similar situation where I have received pdf copy of HEC-2 model print out. I need to re-create HEC-RAS model for limited portion of area from pdf printout.

    You mentioned that you have a spreadsheet program that helps doing just that. I would be interested in it if it is ok with you.

    Also, how do you taking in account of meandering of stream within study area when building model from HEC-2 print out to HEC-RAS.

    Thanks,

    Paresh

    October 27, 2017 at 8:30 pm in reply to: HEC-RAS Starting elevation question #10967
    PT
    Participant

    In this particular case, channel slope is very flat, 0.00125 ft/ft so backwater effect would carry up to and beyond the project location.

    October 27, 2017 at 8:27 pm in reply to: HEC-RAS Starting elevation question #10966
    PT
    Participant

    The study area has drainage area of 128 sq. mi. compare to receiving stream has much larger drainage area of 2804 sq. miles

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