• Specific depth of outfall

    qarwasd sdgwetwe
    qarwasd sdgwetwe
    Hi all sewerGems < how could I design a network by specific depth of outfall ie . for example i need to build new sewer network but the depth of outfall is 95 cm < when i design it using sewegems it make outfall depth 125 cm but outfall depth must…
    • 2 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Water limit in StormCAD

    RJRM
    RJRM
    Situation: Modeling the connection in the picture, a 36'' concrete pipe with three manholes between Headwalls acting as Inlets and Outlet. I want to model it with a water limit in both (Inlet and Outlet) but it gives me the option to put the water limit…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Placing a Manhole

    Ryan Sklar
    Ryan Sklar
    Is it possible to insert a manhole at a certain length along a conduit? If the Conduit is 1000 feet long and I want a manhole 264.5 feet from the upstream node, how do I insert a node at that location. Thank you, Ryan
    • Answered
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Zero overflow volume in manholes that show True in the "is ever overflowing"?

    Ana Maria Jaramillo Sarmiento
    Ana Maria Jaramillo Sarmiento
    SewerGEMS: Why I have zero overflow volume (Hydraulic Reviewer manhole table) in manholes that show "True" in the "Is ever overflowing" field? I'm using the explicit SWMM solver and I don't have bolted covers. Thank you very much.
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Troubleshooting Element Flooding in CivilStorm

    Lucas Montogue
    Lucas Montogue
    Hi. I've recently started using CIvilStorm 10.02 to simulate stormwater hydrology in a small group of catchments. I've laid down a few conduits, channels, gutters, and two ponds. Then, I set up a 10-yr time-depth curve as a global storm event similar…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • manhole height Sewergems

    Leonidas Dávila
    Leonidas Dávila
    hello friends please how can I put the height of the camera directly as the property of the manhole ... from of the element symbology..thanks
    • Answered
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Displaying Drop of a manhole

    JATIN TALWAR, Water Engineer
    JATIN TALWAR, Water Engineer
    Hello Everyone, I have a query regarding displaying the drop depth in a manhole. I have gone through other technical articles available on community like . My concern is that the available fields in the manhole only help us in working out the drop…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Error Thiessen polygons

    Vanfa
    Vanfa
    Hi my friends, By creating a Thiessen polygons I find the following error in the top corner, someone could explain to me to be that ??. Best regards
    • over 7 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: GIS to SewerGems

    MPachlhofer
    MPachlhofer
    I think there is some confusion. Elevation invert information can be imported using ModelBuilder for manholes and conduits. Manholes only support a single elevation(invert) and conduits support a start invert and a stop invert. The Invert (Start) and…
    • over 7 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: Manhole Headloss

    MPachlhofer
    MPachlhofer
    Hamid, In reference to your second question are you referring to how the software comes up with the manhole drop when you are using the default design constraints (Components > Default Design Constraints) for designing a system with the GVF Rational …
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: StormCAD-pipes

    Akshaya Niraula
    Akshaya Niraula
    Hi Nigel, From element point of view, you have little more options to enter in a manhole Vs a transition. From the hydraulics point both will calculate the headloss. Now, cross-section is a different element generally it represents the geometry of a…
    • over 9 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
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