• Changing transient solver accuracy and max trials

    Yashodhan Joshi
    Yashodhan Joshi
    Product(s): HAMMER Version(s): 10.XX.XX.XX, 08.11.02.31 and greater Area: Calculation Problem How can you change the Accuracy and Maximum Trials for the transient calculation engine? Transient results appear to be unstable…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Velocities in network for different pumps

    Zeinab Amiri
    Zeinab Amiri
    Hello I have made a model in Watergems with some pipes and junctions, a reservoir and pump after that. I wanted to select between two pumps. When I put each of the pumps in the system and run it, pressures in the junctions change but velocities of the…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • 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
  • How to develop a pump curve for a well pump when the only information I have is the well capacity(MGD)? [WaterGEMS]

    Varenya Mehta
    Varenya Mehta
    I have a model for a city(In WaterGEMS) with multiple Groundwater/Surface Water/Repump stations. Apparently, one of the Groundwater well pump has incorrect pump curve (head vs flow). I need to develop a new pump curve with the only info on hand being…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Water drawn through pump after shut down?

    Yvonne Post
    Yvonne Post
    Hello, I am modeling a wastewater forcemain with a sudden power failure and I noticed that the flows after a pump shutdown are stepped. The flow decreases at the pump, but as the transient wave moves away from the pump and negative pressures are experienced…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • 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 Variable Speed Pumps (VSP) and Variable Speed Pump Batteries (VSPB) In Storm and Sewer Products

    Jesse Dringoli
    Jesse Dringoli
    Product(s): SewerGEMS, SewerCAD, CivilStorm Version(s): CONNECT Edition, V8i Area: Modeling Problem How to model a Variable Speed Pumps (VSP) and a Variable Speed Pump Battery (VSPB) in the storm and sewer products? Background…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • User notification: "Element not included because it is Closed"

    Scott Kampa
    Scott Kampa
    Applies To Product(s): HAMMER Version(s): 10.00.xx.xx, 08.11.xx.xx Area: Modeling Original Author: Scott Kampa, Bentley Technical Support Group Problem After computing the transient analysis, a user notification…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Pump's relative speed control rounded to 1,00

    Attila Bibok
    Attila Bibok
    Hi guys, I try to use SCADA Connect simulator to import VSP relative speeds into my model. It works perfectly except for 2 pumps. The relative speed gets rounded to 1,00 although the control indicated the correct value. I have several time-series…
    • Answered
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • SCADA connect pump_status importing problems

    Attila Bibok
    Attila Bibok
    Hi guys, I try to build a robust SCADA connect model, but faced some very weird issues: Importing historical overrides provides me exactly the opposite controls: When my SCADA data indicates status=1 (pump is ON), the import function adds a control…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • 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
  • Find if pump operates off of the pump curve during an automated fire flow scenario

    Larry Abla
    Larry Abla
    Product(s): WaterGEMS, WaterCAD Version(s): CONNECT Edition, V8i Area: Output and Reporting Problem Is there a way to see if a pump is operating off the pump curve during an automated fire flow scenario? Solution …
    • 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
  • Why is the “lag pump count” field not available when selecting Fixed Flow as the “VSPB Type”?

    Craig Calvin
    Craig Calvin
    Product(s): WaterGEMS, WaterCAD, HAMMER Version(s): 08.11.XX.XX and 10.00.XX.XX Area: Layout and Data Input Problem Why is the “lag pump count” field not available when selecting Target Flow as the “VSPB Type”? How can the…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • 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 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Efficiency Curve vs. Wire-to-Water Efficiency Curve

    Sushma Choure
    Sushma Choure
    Product(s): WaterGEMS, SewerGEMS, CivilStorm, StormCAD, PondPack, SewerCAD, HAMMER, WaterCAD Version(s): 08.11.XX.XX, 10.XX.XX.XX Problem What is the difference between an efficiency curve and a wire-to-water efficiency curve…
    • over 2 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
  • 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
  • 03. How can I include pulsation forces from piston type pump to piping using AutoPIPE?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Environment: N/A Area: Modeling Original Author: Bentley Technical Support Group Date Logged & Current Version Dec. 2016 10.01.00.09 Problem: …
    • over 6 years ago
    • AutoPIPE
    • AutoPIPE Wiki
  • 06. What is the simplest way to check a piping model with load caused by a pump's vane frequency when using AutoPIPE?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Environment: N/A Area: Modeling Original Author: Bentley Technical Support Group Date Logged & Current Version Dec. 2016 10.01.00.09 Problem: …
    • over 6 years ago
    • AutoPIPE
    • AutoPIPE Wiki
  • Using the Scenario Energy Cost tool in SewerGEMS, SewerCAD and CivilStorm

    Yashodhan Joshi
    Yashodhan Joshi
    Product(s): SewerGEMS, SewerCAD, CivilStorm Version(s): 10.00.00.40 and later Area: Modeling Overview This article explains how to use the Scenario Energy Cost tool in SewerGEMS, SewerCAD, CivilStorm CONNECT Edition (10.00…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • HWS resistance projects

    Duncan Brown
    Duncan Brown
    Test projects demonstrating: twin pipe outlet connections will include extra outlet resistance when sizing circulation pumps. single pipe outlet connections will not include extra outlet resistance when sizing circulation pumps. These files…
    • HWS Test Projects - Circulation resistance.zip
    • over 6 years ago
    • Hevacomp
    • Hevacomp Files
  • Extreme and Inaccurate initial flow (at time t=0)

    Jesse Dringoli
    Jesse Dringoli
    Product(s): SewerGEMS,CivilStorm,SewerCAD Version(s): 08.11.XX.XX and later (features vary) Area: Calculations Problem After computing a model, there are inaccurate flows and velocities being reported. For example…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
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