• Composite outlet structure for Ponds

    Paola Espinoza-Youn
    Paola Espinoza-Youn
    When doing a new composite outlet structure with orfice and weir, does the rating table information need to be something that is put in prior to running the model? or is the rating table and curve table populated after running the model? I am updating…
    • 7 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How does "constant flow" for pond seepage method?

    Paola Espinoza-Youn
    Paola Espinoza-Youn
    Hi, I was wondering if I did the "constant flow" method does the pond need to be using Elevation-Area or one of the other options under the volume type that are available? Also i am aware that the solver should be implicit or the GVF-Rational (StormCAD…
    • 7 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • PondPack V8i: Time vs. Elevation

    0000jz
    0000jz
    When modeling a simple pond with free outfall, PondPack produces a time vs. elevation report for the pond. When modeling a pond with a TW-Elev curve at the outfall, PondPack does not produce a time vs. elevation report for the pond. How do I get the time…
    • over 12 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Using CivilStorm, StormCad and PondPack with InRoads and Microstation

    0000jz
    0000jz
    Working a roadway project including multiple pipe networks, detention basins, infiltration basins, channels, and culverts. Need to streamline the hydraulic and hydrologic analysis. Using Power InRoads V8i for site/roadway design. Considering using CivilStorm…
    • over 11 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Modeling Mulitple Ponds in Series

    Mike Perez
    Mike Perez
    I'm trying to model a set of small ponds each connected in series. The ponds recieve water from their respective drainage basins, and from water overtopping or seeping from the upstream ponds. The ponds would overtop through a weir after achieving max…
    • over 9 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • PondPack: Varying the Time-Elevation Curve at an Outfall

    0000jz
    0000jz
    What is the best way to model a different time-elevation curve at an outfall for each different storm event? PondPack V8i
    • over 12 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum