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  1. Pete710

    HEC RAS (table of elevations)

    I'm running HEC-RAS 4.0 Beta, but I think the layout of the program is the same as the version you are running. After you've completed a run, from the main program menu, there are buttons at the top. The button 3rd from the right "view summary output tables by profile" will pull up a summary...
  2. Pete710

    Detention Pond to Stream in HEC-RAS?

    I am trying to determine the BFE for the entire system (creek-pond-creek) as it runs through an existing townhome community. Thanks for your help with the model, I assumed that since the pond is overtopping for the 100-year that it could just be modeled as crossections with a culvert and...
  3. Pete710

    Detention Pond to Stream in HEC-RAS?

    RWF7437 & Francesca, thanks for the info. The problem I'm having is this: 1) Routing the basin yields that the 100-year storm overtops the basin, thus I don't have an accurate max WSEL. 2) How do I model the entire steady state model in HEC-RAS? Do I model the pond as a reservoir or just...
  4. Pete710

    Modeling Horizontal Drop Structure in HEC-RAS

    CVG, thanks for the info. The problem I'm having is this: 1) Routing the basin yields that the 100-year storm overtops the basin, thus I don't have an accurate max WSEL. 2) How do I model the entire steady state model in HEC-RAS? Do I model the pond as a reservoir or just cross-sections...
  5. Pete710

    Detention Pond to Stream in HEC-RAS?

    The pond is on the "stream" (it's more like a creek, the creek travels straight to and straight from the pond). The creek travels through a culvert to enter the pond. The pond has the grated riser inlet structure as described above. Once the water level reaches the top of the grates, it drops...
  6. Pete710

    Modeling Horizontal Drop Structure in HEC-RAS

    I'm trying to determine the 100-year BFE (base flood elevation) for an unstudied creek. The creek drains to a detention pond which is controlled by a grated riser (inlet) where water enters the top of the inlet structure and then exits the structure through a circular culvert. Once leaving...
  7. Pete710

    Detention Pond to Stream in HEC-RAS?

    I'm trying to determine the 100-year BFE (base flood elevation) for an unstudied creek. The creek drains to a detention pond which is controlled by a grated riser (inlet) where water enters the top of the inlet structure and then exits the structure through a circular culvert. Once leaving...

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