Welcome to the RAS Solution Forums HEC-RAS Help Environment Adjustment

Viewing 2 posts - 1 through 2 (of 2 total)
  • Author
    Posts
  • #7606
    Thomas
    Participant

    Hello everyone,

    I need help with my flood modelling. When I perform a steady flow analysis, the water stays constant at the sides of the bank stations, even though it should decline. How can I make the water decline at the sides of the bank stations?

    Thank you in advance.

    #12742
    cameron
    Participant

    HEC-RAS calculates one water surface elevation for each cross-section. There is no way for it to have more than one.

    You would either need to do a 1D/2d model or an all 2D model to get different results in the overbanks.

Viewing 2 posts - 1 through 2 (of 2 total)
  • You must be logged in to reply to this topic.