• How does "constant flow" for pond seepage method?

    Paola Espinoza-Youn
    Paola Espinoza-Youn
    Hi, I was wondering if I did the "constant flow" method does the pond need to be using Elevation-Area or one of the other options under the volume type that are available? Also i am aware that the solver should be implicit or the GVF-Rational (StormCAD…
    • 7 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How to discard water quality volume to an arbitrary outfall?

    Paola Espinoza-Youn
    Paola Espinoza-Youn
    Hi, I have a model in which a pond goes to an outlet structure to go directly to our storm system. However, we want to discard the water quality volume from that same pond to go to arbitrary outfall so it does not affect downstream of our system. I…
    • 7 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • ORD Drainage and Utilities Set Invert to Start/Stop vs Design Start/Stop Invert

    Bill Elam, Jr.
    Bill Elam, Jr.
    Can someone please explain the difference between the Set Invert to Start/Stop toggle (true/false) vs the Design Start/Stop Invert toggle? Also, If I need to set a pipe size do I have to start inputting the inverts from that point or will the program…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Having Trouble in setting scale of the Drawing (dxf) imported from Autocad to Watergem.

    Ahmed Fraz
    Ahmed Fraz
    Hi, I hope you are doing well. I am a student of Civil Engineering and was given a task to design a water supply network for a colony using WaterGems so I imported the layout of the colony in (dxf) format in WaterGems using model builder when I tried…
    • Answered
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Import hydraulic model of SYNERGI (Software) in WaterGEMS.

    milind chougule
    milind chougule
    Hello, Want to known the hydraulic model generated in SYNERGI (Software) of water distribution system can be import ed in WaterGEMS . If yes let me know guys and what methodology should be adopted to import file, plz elaborate. Thanks and Regards …
    • Answered
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • evento transitorio spegnimento pompa velocità variabile

    Giovanni Stabile
    Giovanni Stabile
    buonasera, ho riscontrato due errori in questa simulazione: 1) problema cavitazione 2) analizzando i risultati dell'analisi ho notato che le portate (flow) delle tubazioni a valle della pompa spenta non tendono mai a 0 ho pensato: per risolvere…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Running 2 pumps in parallel

    Nuey Tucker
    Nuey Tucker
    Good Morning Everyone, I am a bit new to WaterCAD. I am trying to model 2 lift station pumps with different curves running parallel and joining together before tie in into a Force main. The model is attached. I am not sure how much data to input…
    • Answered
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Bentley OpenFlows SewerCAD & SewerGEMS Online Training

    Sameer Latkar
    Sameer Latkar
    IFS Academy is Bentley Institute Authorised Product Training and regularly organises Bentley OpenFlows SewerCAD & SewerGEMS Online Trainings . Please click on the link given below for further information. https://ifsacademy.org/bentley-sewercad-sewergems…
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • to degrade the sewergems

    P.D Kumbhar
    P.D Kumbhar
    I wa n t to degrade my sewergems to previous versio n ......plzzz tell me the process... Tha n k You.
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • what is the Optimal Valves Positioning in a Water Distribution System?

    Mohamed Khaled
    Mohamed Khaled
    I have a water network project for a residential area and I want to know where I should put isolation valves?
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • SewerGems Hydraulic grade line in profile is not correct, also drastic change in HGL peak level along same segment.

    Mukesh vhirodkar
    Mukesh vhirodkar
    Hi All, I am using SewerGems (connect edition), I believe most users of the software might have encountered this issue. While working and checking the network profiles it is observed that, HGL (water level) shows drastic level change. In principle…
    • Answered
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Hands on Training Program on Water Distribution Design & Modeling by Bentley WaterCAD / WaterGEMS by Industrial Expert

    Sameer Latkar
    Sameer Latkar
    Hands on Training Program on Water Distribution Design & Modeling by Bentley WaterCAD / WaterGEMS by Industrial Expert Location: IFS Academy, Pune, Maharashtra, India. Course Description This class begins with the basics of hydraulics…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Installation, HA and backup WaterGEMS

    Tri Ho
    Tri Ho
    Hi everyone I am planning to implement WaterGEMS to end-users and having a master plan for high availability/backup for database. There are several questions I am searching for answers but yet find out a proper solution. 1. Which Windows OS versions…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Bentley Annotation

    Colm Kelliher
    Colm Kelliher
    Hi, When using annotation for conduit 'size' on a layout in Bentley - a string of random characters appears instead of showing the size of the conduit. Can this issue be resolved? Thanks, Colm
    • over 7 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Soluções Bentley para Saneamento

    Douglas Miranda
    Douglas Miranda
    Vídeo promocional dos produtos da Bentley voltados ao saneamento. O video destacas das soluções para cadastro GIS, modelagem hidráulica e para modelagem em 3D de plantas industriais (ETA, ETE) para projeto executivo.
    • over 7 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki (Português)
  • Criação de Cenários Filho - WaterCAD/GEMS, SewerCAD/GEMS e HAMMER

    Douglas Miranda
    Douglas Miranda
    Procedimento de criação de cenário e alternativa filha, para, no mesmo modelo, ter diferentes projetos. No exemplo é mostrada a modelagem multincenário alterando valores de diâmetro e adicionando expansão de rede ou redução de traçado.
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki (Português)
  • What’s new in StormCAD, SewerCAD, SewerGEMS and CivilStorm V8i SELECTseries 5 with CONNECT Integration?

    Yashodhan Joshi
    Yashodhan Joshi
    Product(s): Bentley SewerGEMS, SewerCAD, StormCAD, CivilStorm Version(s): 08.11.05.113 Area: N/A Table of Contents Introduction A Note on Model Version Compatibility Patches CONNECT Integration Informational…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Tributary or contributive network

    Jhonier Santamaria
    Jhonier Santamaria
    Tributary Network Hello People, I would like to know if there are any Analysis feature or Tool that can define automatically the tributary or contributive network to a single point or tube using SewerGems. Thanks everyone
    • Answered
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Mismatched Demands

    tschrage
    tschrage
    I am trying to tweak some demands in my water model based on some suggestions that Darwin Calibrator is suggesting. I noticed that Darwin Calibrator is indicating a different original demand than the demand control center tells me and I'm confused as…
    • Answered
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Bentley SewerCAD, StormCAD and WaterCAD model to Civil 3D

    Colm Kelliher
    Colm Kelliher
    Hi, Is it possible to export a StormCAD model to Civil 3D with all the pipe sizes and characteristics etc. Thanks, Colm.
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Bently PondPack V8i Problem - Adding engineering library from ProjectWise

    TimZ
    TimZ
    I'm attempting to set up my project to work out of ProjectWise. I have my model set up and working fine, but I cannot get the engineering library containing my rainfall curve to load. When I attempt to add my library to my model using the "ProjectWise…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • MANHOLE with INTERNAL WEIR and ORIFICES in STORMCAD

    Joe Jadkowski
    Joe Jadkowski
    Hello - I am using StormCAD v8i.... We have a box manhole/vault (7'x7') with a weir plate set internally to control the flow for hydromodification. The top of the weir plate is set about 3' above the inlet pipe's invert and has two orifices for low…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Problem with my demand?

    Craig Knudsen
    Craig Knudsen
    Hello there, I am an engineering tech student and am working on a project which involves creating a water distribution model for a small town in WaterCAD V8i and doing a basic pressure/flow analysis on it. I've created the model with the appropriate…
    • Answered
    • over 9 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • WaterCAD - concentration logic?

    Eugene Williams
    Eugene Williams
    I have a particular scenario that has been created for TTHM modeling in an existing system. Care has been exerted to model as close to field data as possible. Field data was used for initial amount at sole water source and modeled to conform to data extracted…
    • over 14 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
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