• What would cause an extended period simulation to show balanced flow and demand while storage is still being depleted?

    Ken Koch
    Ken Koch
    My summary shows demand and flow in balance, but I am clearly losing volume out of storage over the duration of the simulation. Time steps of the demand pattern and the calculation options match and there appears to be no flow into reservoir elements
    • 11 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Hello! What is the best way to assess storage in SewerGEMS, accounting for pipes, manholes and wet wells?

    Lakshu S
    Lakshu S
    I am trying to determine the total storage available in the network in case of pump failure / shutdown at peak dry weather flow before overflowing from lowest point in the network. My model is currently set-up with Implicit Solver and there are multiple…
    • 11 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • WaterCAD results files not deleting when removing scenarios

    Ryan Catling
    Ryan Catling
    Hi all, I'm having problems with WaterCAD results files not deleting from my hard drive when I delete their host scenario in the model. I'm trying to clean up the models to create space as my hard drive is at maximum however the file size of my…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Modeling Underground Storage Chambers

    Scott Kampa
    Scott Kampa
    Applies To Product(s): PondPack, SewerGEMS, CivilStorm Version(s): V8i, CONNECT Edition Area: Modeling Original Author: Jesse Dringoli, Bentley Technical Support Group Overview The format of…
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Pond: Volume (Storage) vs Maximum Pond Storage

    Jesse Dringoli
    Jesse Dringoli
    Product(s): PondPack Version(s): N\A Area: Output and Reporting Problem In PondPack, the Scenario Calculation Summary dialog has Volume (Storage) listed on the Modified Rational Grand Summary tab, and has Maximum…
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Modeling Flow Rate and Head from a Pumped Artesian Well to Ground Storage Tank

    nkg2
    nkg2
    Good Evening! In looking in Advanced Water Distribution Modeling and Management (p 319-322) and the help section "Modeling a Pumped Groundwater Well", I think I have it understood but looking for reassurances. The well installer recently installed a new…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Storage volume of wetwell and pipe

    Jesse Dringoli
    Jesse Dringoli
    Applies To Product(s): SewerCAD, SewerGEMS Version(s): 08.11.XX.XX Area: Modeling Original Author: Jesse Dringoli, Bentley Technical Support Group Problem When modeling a wetwell with significant…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Discharge to Atmosphere Elements - Rating Curve

    FrankS
    FrankS
    I have a query about how Hammer deals with the Rating Curve option. In the Hammer Help file, the following information is all that is provided: Rating Curve - releases water from the system to atmosphere based on a customizable rating curve relating…
    • over 14 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
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