• 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
  • WaterGems VSD Pumps in Parralel and error message 41797

    sean keown
    sean keown
    I am using Watergems V8i series 3, and trying to model a pump station with two identical VSD pumps in parallel. When I set the pumps up in parrallel, i.e. by just making them have a common node on either side of the pumps, the system balances but only…
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Doubts about demands in WaterCad V8

    Erick Tomiello
    Erick Tomiello
    I am doing a simulation of a small city with about 300 nodes, the distribuition of demand in all nodes is the same, how I can to create alternatives of demand to all nodes in the same time? It's important to me because I would like to create two scenarios…
    • over 14 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • WaterCad Select Series 2 Copy Graph Data Problem

    trout0915
    trout0915
    I am having problems with copying data from the graph data tab. My problem is that when I copy all the data the header row is not copied. So when I paste in excel I have no idea what the data in each column represents. This woudn't be a problem if WaterCad…
    • over 12 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Opening a file created in WaterGEM using WaterCAD, then opening again in WaterGEM

    Yoko
    Yoko
    I have an up coming project where our client has a model created in WaterGEM. At this moment, my company has WaterCAD only. I understand that we'll have no problem opening the client's file. However, my concern is what will happen to the GIS IDs and…
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How to design open drains in sewer gems sanitary

    sam patrick
    sam patrick
    1) how can i design open drains in sewer gems sanitary? 2) I have search the help it shows that rectangular rounded section is avalible but when I try to change the shape , the option for " rectangular rounded section" is not avalible.
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • some question

    lyjhf2006
    lyjhf2006
    问题1 ,附件上传不了 问题2 ,我做的模型,分析|验证 没有发现问题,但是一旦进行水力模拟就出问题,显示引擎计算失败
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Re: System Head Curves

    Erick Tomiello
    Erick Tomiello
    Thanks very much for your help! I have another doubt, I am trying to run my system with EPS and in the "User's Notifications" appears this message: 41355 2009 (N/A) -1 (N/A) DISCONNECTED DEMAND NODES DETECTED (Hydraulic results are likely…
    • over 14 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Need WaterCAD/GEMS V8i training?

    LaurenY
    LaurenY
    Register now for a free 2 hour WaterCAD/GEMS V8i training course and obtain a fundamental understanding of WaterCAD and WaterGEMS functionality. The Introduction to WaterCAD/GEMS V8i training course will include a lecture on the latest…
    • over 13 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Darwin Calibrator Inactive Elements

    tschrage
    tschrage
    I'm fairly new to the software and have been going through the on demand courses. I have a decent understanding of how Darwin Calibrator works but I'm struggling with one thing. I have numerous inactive pipes in my model. Typically these are either…
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Use of LoadBuilder

    yogesh.chalke
    yogesh.chalke
    Hello There, Is anyone could help to explain how to use LoadBuilder? I have imported scaled network, I can obtain all information as such population density, Land use Pattern etc. My problem is I want to assign demands according to area and population…
    • over 13 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Re: Network with many reservoirs

    Kim Davis
    Kim Davis
    Hi Blossom: Since you say you know the demands that each reservoir must cover, you should enter that data into the software. Demands are entered on Junctions, either in their Property Grid, in the Junction Flex Table, or in the Demand Control…
    • over 13 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Initial conditions,KNOWN water level in the tank in every time step

    Milos Maric
    Milos Maric
    Regards to all. The existing water supply network belongs to III elevation zones of much larger water supply system and ends with the tank of III elevation zone. It is necessary to design new water supply network of IV elevation zone. In the…
    • over 11 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Re: Doubts about demands in WaterCad V8

    Erick Tomiello
    Erick Tomiello
    I got to do Tom, thank you very much! I went to the "Demand Control Center" and clicked in "Initialize Demands for All Elements", this way all nodes demands values are changed to 0,0 L/s. Hugs, Erick
    • over 14 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • New WaterCAD/GEMS & HAMMER Content in METRIC!

    Martin Pflanz, P.E.
    Martin Pflanz, P.E.
    The Bentley Institute has been working hard to grow content for users and are happy to share that we now have many hours of metric content available to meet your global needs for training material. Special features include hands on training material using…
    • over 14 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
  • Re: Doubts about demands in WaterCad V8

    Erick Tomiello
    Erick Tomiello
    Hi Tom, I tried to do this in the meantime in my base scenario there isn't demands so I don't get to apply the global edit... I could have to create units demands in the begining of the simulation as my default junction and after change…
    • over 14 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
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