Welcome to the RAS Solution Forums HEC-RAS Help Breach Inundation Analysis

  • This topic has 3 replies, 103 voices, and was last updated 6 years ago by Anonymous.
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  • #7284
    Anonymous
    Guest

    I am working on a Breach Analysis and need to create an inundation map. The breach releases into a much larger river floodplain. The inundation map needs to outline the area that will be flooded up to the point where the breach wave intersects with the 100 year flood elevation. In other words, I need to map the point where the two elevations meet. I am trying to show the difference in depth between two results but can figure out how. I think that would give me the limits I am looking for. Does anyone have ideas or ran into this before?

    #12202
    cameron
    Participant

    The 100yr floodplain should be available in GIS format as part of the NFHL database. All you should need to do is clip your breach inundation map to the 100yr floodplain.

    #12203
    Anonymous
    Guest

    The inundation area is considered the point at which the breach wave intersects with the 100-year flood elevation. This is not necessarily the edge of the floodplain because the breach wave could be a couple feet higher than the 100-year flood elevation. Thanks for you reply though.

    #12204
    cameron
    Participant

    What I would do then is create a wse raster of the 100yr floodplain and subtract it from the the breach wse raster. The zero contour would be the edge of where they meet.

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