• Modeling Two Connection Points_WaterCAD

    Allison G.
    Allison G.
    Hello All, I am working on a new WaterCAD model for a multifamily residential development. The internal water mains are tying into a 16" WM to the north and a 8" WM to the west. We have fire flow tests at both locations, but I read that modeling the…
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Fluid - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D CONNECT Edition V21 PLAXIS 3D CONNECT Edition V21 Date created 25 January 2021 Date modified 25 January 2021 With the release of PLAXIS 2D/3D CONNECT Edition V21…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • WaterCADD - Reservoir influence

    Chris Sliger
    Chris Sliger
    I just recently started using WaterCADD. I am trying to model a system that involves pumping water out of the bottom of groundwater wells and into a collection tank. In order to supply water to the pumps, I am using a Reservoir (set at 1' above the pump…
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Polycurve Extrusion: Modelling of a water reservoir

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Date created 31 August 2012 Date modified 31 August 2012 In this tutorial, we will model and calculate a water reservoir. The shape will be obtained using the extrude along…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 13: Stability of dam under rapid drawdown

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 This example concerns the stability of a reservoir dam under conditions of drawdown. Fast reduction of the reservoir level…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Field stress by cluster - PLAXIS 3D

    Micha van der Sloot
    Micha van der Sloot
    The Field Stress initial calculation type allows directly specifying in situ stress conditions on a volume of soil. It is now possible to assign a different field stress property to individual soil volumes and borehole layers, allowing you to independently…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Difference Between Reservoir "Elevation" and "Elevation (inlet/outlet invert)"

    Jesse Dringoli
    Jesse Dringoli
    Product(s): HAMMER Version(s): V8i, CONNECT Edition Area: Modeling Issue What is the difference between the " Elevation " and " Elevation (inlet/outlet invert) " fields in the properties of a reservoir? Information…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Using patterns to control pumps or reservoir HGL over time

    Jesse Dringoli
    Jesse Dringoli
    Product(s): WaterGEMS, WaterCAD, HAMMER Version(s): V8i, CONNECT Edition Area: Layout and Data Input Problem How can I use patterns to change the pump speed over time (or turn it on/off based on time), or reservoir hydraulic…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • outflow of pumps or reservoirs in model is unequal from reality

    Zeinab Amiri
    Zeinab Amiri
    Hi I have encountered some times this problem. I have a flow in the existence pipe of a reservoir or pump in model. I know the demand consumes in the network and use that in junctions. I have measured the outflow with a portable flowmeter or a fixed…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Modeling a Connection to an Existing System

    Sushma Choure
    Sushma Choure
    Product(s): WaterGEMS, WaterCAD, SewerGEMS, SewerCAD Version(s): V8i, CONNECT Edition Area: Modeling Original Authors : Scott Kampa, Jesse Dringoli, Tom Walski Background If you are modeling only a portion of a larger…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • How to include a closed water reservoir (For eg. clear water sump from treatment plant, Ground level service reservoir, Mass balancing reservoirs - partially below GL) in the model. Can it be a reservoir element or only tank element in the model?

    Tamil Amudhu
    Tamil Amudhu
    We have to revalidate the design of the network system consisting of Transmission main(s), feeder main(s) and distribution network system of a city using Watergems. The system consists of Transmission main(s), feeder main(s) with Intake sump, WTP clear…
    • over 7 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Results not matching assigned pattern

    Jesse Dringoli
    Jesse Dringoli
    Product(s): WaterGEMS, SewerGEMS, WaterCAD, SewerCAD, StormCAD, CivilStorm, HAMMER Version(s): 10.XX.XX.XX, 08.11.XX.XX Area: Layout and Data Input Problem The pattern that I have assigned to my reservoir, demand or sanitary…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Software for Operating Rules for Reservoirs in Series

    draghia_aurelian
    draghia_aurelian
    Hi, I am looking for a software which should be used in order to optimize the operating rules for a chain of reservoirs. I already found some solutions, like: HEC-ResSim or Mike 11(Structure Operation Module and AUTOCAL), but i want to know if some…
    • over 11 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum