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  • in reply to: Transfer of flow #12478
    Graeme M.
    Participant

    Will the downstream reach be modeled in 2D as well? If yes, you could use a SA/2D Connection and add a culvert/rating curve that pulls flow from the upstream side of the dam and outlets to the downstream reach. It has to go from 2D area to 2D area though.

    in reply to: RAS mapper 5.0 inundation boundary is jagged #9754
    Graeme M.
    Participant

    Sometimes it looks jagged if the terrain is not properly associated to the results layer. Did you assign the terrain?

    in reply to: 2d culvert issue #12448
    Graeme M.
    Participant

    Can you include the projection and Manning’s n layer in your zipped model file too?

Viewing 3 posts - 1 through 3 (of 3 total)