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  • Users: amb2002
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  1. amb2002

    Detention Storage Table

    I have a site with a dry detention basin with an infiltration trench in the bottom. I have modeled this with two storage elements: one for the infiltration trench portion (elevation 916 to 922) and the second above the infiltration (elevation 922 to 925). The surface area of the trench is...
  2. amb2002

    Upstream Floodplain Limits

    When working on a development in/along a Zone A area, I’ll use HEC-RAS to determine base flood elevations for my site. For some reason, almost every site like this that I work on includes an upstream reach of the Zone A area. My question is: how do you determine where the upstream limit of...

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