• Notificação do usuário: "Pump cannot deliver flow or head"

    Luca Santos Billis
    Luca Santos Billis
    Aplica-se a Produto(s): WaterGEMS, WaterCAD, HAMMER, SewerCAD, SewerGEMS, CivilStorm Versão(ões): CONNECT Edition, V8i Área: Cálculos Autor Original: Terry Foster, Grupo de Suporte Técnico da Bentley Problema…
    • 2 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki (Português)
  • Estação de bombeamento e combinação de curvas de bombas

    Luca Santos Billis
    Luca Santos Billis
    Aplica-se a Produto(s): WaterGEMS , WaterCAD, SewerCAD Versão(ões): V8 i SELECTseries 2 and higher, CONNECT Edition Área: Modelagem Autor Original: Mark Pachlhofer, Grupo de Suporte Técnico da Bentley…
    • 2 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki (Português)
  • Solução de problemas de pressões negativas em bombas, junções e outros elementos de nós

    Luca Santos Billis
    Luca Santos Billis
    Aplica-se a Produto(s): WaterGEMS, SewerCAD, HAMMER, WaterCAD Versão(ões): V8i, CONNECT Edition Área: Modelagem Autor Original: Dan Iannicelli , Mark Pachlhofer e Jesse Dringoli, Grupo de Suporte Técnico…
    • 5 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki (Português)
  • 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
  • Modeling a FM into a Gravity System for a Pump Station_WaterCAD

    Allison G.
    Allison G.
    Hello, I'm currently in the process of selecting a pump as part of a wastewater design system and had a question on how to model the reservoir at the end of the system. The pump pumps into a force main which eventually connects to a gravity system…
    • Answered
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • WaterCADD- best way to model a Positive Displacement Pump

    Chris Sliger
    Chris Sliger
    What is the best way to model a system comprised of positive displacement pumps? In particular, I have ~100 groundwater wells that contain bladder pumps (they each are supplied 100 PSI). I've tried making a pump curve off of the literature provided by…
    • Answered
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • WaterCADD - Global Pump Definition Assignments

    Chris Sliger
    Chris Sliger
    Is there a way to assign a pump definition to multiple pumps at once? I have about 150 pumps in my model, and I don't really want to click each one and then select the pump definition from the drop-down list. I would love to be able to just click a few…
    • Answered
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • 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
  • negative pressure - groundwell [ submersible pump - what is the problem ?? please help

    Twana Ismail
    Twana Ismail
    i dont know what is the problem of this system pump definition is good elevation of nodes is correct i increased the trials to 200 i added a imaginary tank but presuure is -16 000 kPa right at top of the well what is the problem ???
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Pumps pumping more water then defined in the pump definitions

    Sarfaraz Uddin Mohammed
    Sarfaraz Uddin Mohammed
    Good Morning, I have a really complicated situation, My model has two reservoir's and each reservoir have two pumps, Reservoir 1 designed to produces 4000 GPM (Combined two pumps) Reservoir 2 designed to produces 1850 GPM (Combined two pumps…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How do i set up a known Pump and Hydropneumatic?

    Jose Ramon Guzman Guzman
    Jose Ramon Guzman Guzman
    on the model that im doing, I will have to add and use a pump and a hydfropneumatic that are already on site. But I get confused when I neeed to add the definition of the pump curve and the hydropneumatic data. For the pump i have a Pedrollo Cp670 with…
    • Answered
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Pump selection for a closed system

    Sushma Choure
    Sushma Choure
    Product(s): WaterCAD, WaterGEMS Version(s): 10.XX.XX.XX, 08.11.XX.XX Area: Modeling Problem When designing a closed system with only demands downstream (no storage), how can the program help me select a pump? The system head…
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Booster Pump Station Scenario Alternatives

    Ashleigh McIntosh
    Ashleigh McIntosh
    I am needing help deciding which alternative to change. I want to create a scenario where I add in a booster pump station within my system. I might try to add in an alternative to Active Topology. If I do this, will the inactive pumps stop the flow in…
    • Answered
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Estimating a pump curve for a model

    Larry Abla
    Larry Abla
    Applies To Product(s): WaterGEMS, WaterCAD, SewerCAD, SewerGEMS, CivilStorm Version(s): 08.11.XX.XX Area: Layout and Data Input Problem How do I develop a pump curve if the only known information is…
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Modeling multiple pipes downstream of a pump

    Jesse Dringoli
    Jesse Dringoli
    Applies To Product(s): WaterGEMS, SewerGEMS, CivilStorm, SewerCAD, HAMMER, WaterCAD Version(s): 08.11.XX.XX, 10.XX.XX.XX Area: Layout and Data Input Original Author: Mark Pachlhofer, Bentley Technical…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • User Notification: "Pump cannot deliver flow or head"

    Luca Santos Billis
    Luca Santos Billis
    Applies To Product(s): WaterGEMS, WaterCAD, HAMMER, SewerCAD, SewerGEMS, CivilStorm Version(s): CONNECT Edition, V8i Area: Calculations Original Author: Terry Foster, Bentley Technical Support Group Problem…
    • 2 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Simulate bypass flow through a pump that is turned off

    Jesse Dringoli
    Jesse Dringoli
    Product(s): WaterGEMS, WaterCAD Version(s): 08.11.XX.XX, 10.XX.XX.XX Area: Modeling Problem When modeling a pump in WaterGEMS, is there a way to have the pump turn off, but still allow flow through the pump. Problem…
    • 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
  • How do you associate a pump to a pump station?

    Sushma Choure
    Sushma Choure
    Product(s): WaterCAD, WaterGEMS, SewerGEMS, SewerCAD Version(s): 08.11.XX.XX, 10.XX.XX.XX Area: Layout and Data Input Problem How do you associate a pump to a pump station? What is the difference between a pump…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • The flow out of my pump is zero, but the pump is set to ON and is active.

    Jesse Dringoli
    Jesse Dringoli
    Applies To Product(s): SewerGEMS, SewerCAD Version(s): V8i, CONNECT Edition Area: Modeling Original Author: Mark Pachlhofer, Bentley Technical Support Group Problem The flow out of my pump…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Fire flow nodes are failing because of low pressures on the suction side of a pump

    Jesse Dringoli
    Jesse Dringoli
    Applies To Product(s): WaterGEMS, WaterCAD Version(s): CONNECT Edition, V8i Original Author: Mark Pachlhofer, Bentley Technical Support Group Problem Fire flow nodes are failing the zone or system pressure…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Pump Station and Pump Combination Curves

    Luca Santos Billis
    Luca Santos Billis
    Applies To Product(s): WaterGEMS , WaterCAD, SewerCAD Version(s): V8 i SELECTseries 2 and higher, CONNECT Edition Area: Modeling Original Author: Mark Pachlhofer, Bentley Technical Support Group …
    • 2 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • User Notification: Multiple point pump curve contains non-increasing flow points.

    Craig Calvin
    Craig Calvin
    Product(s): WaterGEMS, WaterCAD, SewerGEMS, SewerCAD Version(s): 08.11.XX.XX and 10.00.00.XX Area: Layout and Data Input Problem When computing or validating the model the following user notifications appear. Multiple…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • After computing the model, the pump efficiency results are listed as N/A

    Jesse Dringoli
    Jesse Dringoli
    Applies To Product(s): WaterGEMS, WaterCAD Version(s): CONNECT Edition, V8i Area: Output and Reporting Problem After computing the model, the pump efficiency results listed as N/A in the pump properties or the pump…
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • How do I find the Total Dynamic Head (TDH)?

    Jesse Dringoli
    Jesse Dringoli
    Product(s): WaterGEMS, SewerCAD, WaterCAD, SewerGEMS, CivilStorm Version(s): CONNECT Edition, V8i Area: Calculations Problem How can I find the Total Dynamic Head (TDH) of one or more pumps? Solution The Total Dynamic…
    • 4 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
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