• Hydraulic Analysis on Agriculture Irrigation System

    Ivor Maasin
    Ivor Maasin
    I have a short agricultural irrigation system (a main) that provides water to farmers. The head of the system is a canal with a structure that provides a constant head of water elevation during the season. There is no pump to deliver water to the customers…
    • 4 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Pump Set to Off But is Adding Energy to the System

    Jose Ortiz
    Jose Ortiz
    This is in WaterCAD CONNECT Edition. My question stems from an issue with a tank in my model keeps overflowing during EPS run (fills up, remains full, doesn't drain). I believe I have identified the hydraulic grade is being supplied by a certain pump…
    • 11 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • WaterGEMS LoadBuilder Parameters

    Amine Salameh
    Amine Salameh
    Greetings, I have defined the Thiessen polygons and the water meter shapefile layers in a water model, prior to inputting them to LoadBuilder. I have also added to the water meter point feature shapefile, a new field including the demands for each…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Large Negative Pressure on model

    Ir. Mohd Arzahri Abd Rahman
    Ir. Mohd Arzahri Abd Rahman
    Hi, I am quite new to this software and am still in the learning process. I'd like to ask regarding a few uncertainties with my model which I believe are parts that I have missed out on. Firstly, I'd like to explain briefly on the background of the…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How can the WaterGEMS determine pipe diameter automatically based pressure and velocity constraint on optimization by Darwin designer but i'm not having costs of pipe?

    Abhishek Verma
    Abhishek Verma
    darwin designer is asking for cost of pipe.
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Simulating an existing water distribution system in waterGems and optimising it on the basis of Pattern variation.

    PUSHPENDERSINGH DEVAL
    PUSHPENDERSINGH DEVAL
    Hello everyone, I am trying to simulate an existing water distribution system into waterGEMS and later I wish to alter it's patterns of pumping, demand, etc.. in order to optimise it in terms of energy consumption. THE PHYSICAL NETWORK HAS BEEN CREATED…
    • Answered
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Deep well

    A12 serat
    A12 serat
    Hello guys how to add deep well as a reservoir in water cad
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Best way to duplicate waterlines and junctions for correct demand input

    Hannah Pollock
    Hannah Pollock
    I need to duplicate some pipelines and junctions in my model. The water leads connecting the waterlines to adjacent lots are only represented by one line when there should be two. Trying to input the correct demand (gpm) without just doubling the demand…
    • Answered
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How to split crossing pipes in bulk?

    Amol Khillare
    Amol Khillare
    While building the model many pipes are crossing each other and I need to split them at the crossing point using junctions.
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Constituent Types

    Paras Darji
    Paras Darji
    Hello, I want to know that which option is better constituent type to carry out booster chlorination study at node in Water Distribution Network? Thank You.
    • Answered
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Demand Allocation

    Ryan Beheshti
    Ryan Beheshti
    Hi, I have a billing meter database which compromises properties with two or three kinds of consumption (e.g., residential, commercial and irrigation for an individual property). I imported these duplicate demands by individual LoadBulider run through…
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Demand multiplier

    Ibrahim Aminu
    Ibrahim Aminu
    Hello everyone. Please can someone help me explain what a demand multiplier is? I want to use ESP but I'm stucked here. I really need to know what demand multiplier is. Thank you
    • over 2 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • SIG Virtual Workshop: OpenFlows - Creating District Metered Areas to Better Manage Water Systems

    Kelly Fox
    Kelly Fox
    Title: SIG Virtual Workshop: OpenFlows - Creating District Metered Areas to Better Manage Water Systems Date/Time: June 18, 2020 11:00 A.M. EDT Presenter: Tom Walski, Bentley Fellow, Bentley Systems, Inc. Register Now This OpenFlows Special…
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • SIG Virtual Workshop: OpenFlows – Emergency Response and Planning for Water Distribution

    Patsy Gant
    Patsy Gant
    OpenFlows Special Interest Group: Emergency Response and Planning for Water Distribution Host: Tom Walski, Bentley Fellow, Bentley Systems, Inc. Date/Time: April 9, 2020 at 11:00 A.M. EDT Register Now This OpenFlows Special Interest Group…
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Negative Flow in tank Top inlet fill

    Ragavendra V
    Ragavendra V
    I have an issue in the model, If you check the T-1 & T-3 inlet it was connected as a top inlet. When I run the simulation for avg daily demand I don't have any issue. However, when I check the properties of the tank the inlet pipe it shows negative flow…
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • No Flow in tank Top inlet fill

    Ragavendra V
    Ragavendra V
    Hi, I have another issue in the model, If you check the T-1 inlet it was connected as a top inlet. When I run the simulation for avg daily demand I don't have any issue. However, when I run the same model with Max daily demand scenario (Peak factor…
    • Answered
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How Water meters will conserve daily use of water

    manju armulla
    manju armulla
    Watflux are global leaders in manufacturing of Water Meters, Digital Water Meters, Domestic household water meters, Intermittent water meters, Manual water meters, Residential water meters. Water meters are essential to a utility for a few reasons: They…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How to model discharge to atmosphere point

    Mohamed Khaled
    Mohamed Khaled
    HI, I'm working on my college project (The project is a plumbing system to drain a 1-m3 tank in the shortest time ). I use the discharge to atmosphere element at the end of the project but I'm really confused with this element's input data like [Flow…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • SIG Virtual Workshop: Bentley Hydraulics & Hydrology − March 21, 2018 − You're Invited!

    Patsy Gant
    Patsy Gant
    Make plans to attend the next Bentley Hydraulics & Hydrology Special Interest Group (SIG) virtual workshop, Modeling Fire Hydrant Flow Events in Water Distribution Systems with WaterCAD/WaterGEMS . This session will start on Wednesday, March 21, 2018…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Water Distribution Modeling Software Survey

    LizWard
    LizWard
    Hello, If you have a few minutes please fill out this short survey to help the Bentley Institute Geospatial team create better training that is more suited to the workflow of our users. http://www.surveygizmo.com/s3/568508/Water-Distribution-Modeling…
    • over 12 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Water Quality Batch Run - WaterGEMS

    Mary A.
    Mary A.
    Hello, I am trying to do a trace analysis in WaterGEMS. i have run the classic trace analysis, which seems to give me sensible results (node immediately downstream of the traced WTP has 100% water from this WTP). I have also tried to run for…
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Reporting the Physical Properties of a Junction

    giazax
    giazax
    Hi All, i'm writing a C# code using WaterObjects.NET to report for every junction its Physical properties : (elevator, areas, emitter coefficent). Which classes/feaures may help me? For example from the programming manual i found that scenarios…
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • WaterCad Select Series 2 Unidirectional Flushing - No Option for Pressure Constraint

    trout0915
    trout0915
    The newer version of WaterCAD Select Series 2 seems to have removed the option to specify a pressure constraint for flushing alternatives. I don't know when this was removed, but for me it would be very useful to specify a pressure constraint. The…
    • over 12 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Re: Enhancement of Elevated Storage Reservoir

    Martin Pflanz, P.E.
    Martin Pflanz, P.E.
    Amine, One of the best parties to contact for information like this would be the Tank Manuf themselves - they have a vested interest in showing you how well their product looks in particular conditions - get a hold of a local equipment rep and…
    • over 14 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Modelling of Potable Water Pumps

    Sayed Elhagar
    Sayed Elhagar
    Dear; I have potable water system which consists of pump station and one elevated tank. the pump station working 16 hours only direct pumping to the network and filling the elevated tank during this time. Then the elevated tank will feed the network…
    • Project.rar
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
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