Welcome to the RAS Solution Forums HEC-RAS Help Floodway encroachment and boundary condition

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  • #5280
    Anonymous
    Guest

    When running an encroachment analysis on a model with a normal depth boundary condition do you input a known water surface elevation at 1 foot higher than the natural run for the boundary condition of the encroachment profile?

    #8406
    Jarvus
    Participant

    Yes, you would normally want to start the encroached section with a water surface one foot higher. If the encroachment goes all the way to the downstream end, then one foot higher at the boundary. If the encroachment does not go all the way down, then the one foot higher would usually be whereever the encroachment starts (you can force a known water surface at any given cross section).

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