• Hydraulic in watergem

    Gadama Kulwa
    Gadama Kulwa
    1.Can i get soln for control to select automatic size of pipe diameter rather than importing manual? 2.i always inport my data via epanet model but ts weakness my data miss lebelling. In preparation of excel to epanet i use excel tools to epacad then…
    • Answered
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Modelling of an Offline Detention System

    Arunima Gupta
    Arunima Gupta
    Dear Team, I am modelling an offline detention system near an outfall. Scenario 1- Entire flow enters the pond, and then from here flow has an outfall channel into an outfall. it is an entire gravity system, where in water enters the pond and head…
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Como se representa un pozo subterraneo como fuente de abastecimiento en watergem

    Luis Silva
    Luis Silva
    Buenas tardes, podrian explicar cual es la mejor manera para representar un pozo de aguas subterranea en watergems o watercad? Necesito saber como modelar 8 pozos que son la fuente de abastecimiento de una red de acueducto. Gracias
    • Answered
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Drainage design options

    D A
    D A
    Can anyone provide me with or direct me to a summary of products that Bentley offers on design of drainage systems. I have been searching but find nothing that tells me about the computational differences and workflow for designing with GEOPAK Drainage…
    • Answered
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • SIG Virtual Workshop: Bentley Hydraulics & Hydrology − February 21, 2018 − You're Invited!

    Patsy Gant
    Patsy Gant
    Make plans to attend the next Bentley Hydraulics & Hydrology Special Interest Group (SIG) virtual workshop, Using the Engineering Standards Feature in Haestad Storm and Sewer Software . This session will be led by Scott Kampa, support engineer, on Wednesday…
    • over 5 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • SIG Virtual Workshop: Bentley Hydraulics & Hydrology – Building Models from Geospatial Data – January 18

    Patsy Gant
    Patsy Gant
    Join Bentley's Martin Pflanz online Wednesday, January 18, for the first Bentley Hydraulics & Hydrology Special Interest Group (SIG) workshop of 2017, Building Models from Geospatial Data. Complimentary, one-hour sessions are set for 9 a.m. EST and 7…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Bentley Hydraulics & Hydrology Special Interest Group Virtual Workshop – December 21 – You’re Invited!

    Patsy Gant
    Patsy Gant
    Mark your calendar for Wednesday, December 21, to attend the monthly Bentley Hydraulics & Hydrology Special Interest Group (SIG) virtual workshop. Focus will be directed to Fire Flow – Understanding the Fire Flow Analysis Functionality of WaterCAD and…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Flowmaster Spread Problem

    Joe Miller
    Joe Miller
    Flowmaster Curb Inlet - Flowmaster does not seem to calculate spread correctly when using local depression at the curb inlet. I found a post that had a similar problem with StormCad in which a patch was issued for a fix (see attached screenshot). I believe…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Re: Model Calibration...

    Martin Pflanz, P.E.
    Martin Pflanz, P.E.
    Dr. Walski's report of my appearance has not been greatly exaggerated- James there is a plug for the Haestad training in the blog area... titled Haestad Learning Content - Who opened the valve on learning ". The Bentley Institute has concentrated training…
    • over 15 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Culvert Failure Analysis -- Which Program?

    cfstoner
    cfstoner
    I am looking to model a 72-inch CMP storm drain failure due to excessive thrust I suspect. I want to simulate the pipe failure, sink hole formation, the water surfacing, and the subsequent scouring. It's a bit of a tall order and will require substantial…
    • over 12 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Re: modelling with 2 fire events

    Martin Pflanz, P.E.
    Martin Pflanz, P.E.
    Grgulla, Briefly, you mentioned it was a requirement to model 2 fire events - understood that it is a requirement - a bit conservative but I wanted to mention a few other points to consider when modeling 2 fires simultaneously- This will obviously drive…
    • over 15 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Re: Darwin Calibrator

    Martin Pflanz, P.E.
    Martin Pflanz, P.E.
    Didi, can you help out with some clarification on your question, are you working out a workshop and trying to get the results that are part of the workshop? or Calibrating using Darwin Calibrator for an actual system? If you are Calibrating for a real…
    • over 15 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • SewerCAD/GEMS and SCADA Connect

    Bill Prassas
    Bill Prassas
    Hello everybody, Does anyone knows if SewerCAD/GEMS supports connection with data of a SCADA system through SCADA Connect? Thanks Bill Prassas
    • over 11 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How to find Water at the Bentley LEARNing Conference May 13-16?

    Martin Pflanz, P.E.
    Martin Pflanz, P.E.
    Here is a list of the water sessions going on at this year's Bentley LEARNing Conference in Phili! BCW2LC1 ‐ Introduction to Bentley Hydraulics and Hydrology Products Tues 2-2:45 pm Lead by H&H AE, Mike Rosh …
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • WaterCAD age calculation fails

    tschrage
    tschrage
    I have run into a recent problem. I've been trying to do a age calculation on our water system and for some reason the largest duration I can calculate is 128 hrs. If I change it to 129 hrs the calculation fails and I get an error: Calculation Engine…
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Unusual Flow Results

    tschrage
    tschrage
    I'm getting some unusual results and am unable to find a solution. I'm trying to better calibrate our model near an area where 2 pressure zones meet. I've performed a fire flow analysis and tried to confirm the pressures and flow in that area. A flow…
    • 2013 Water Model.zip
    • over 10 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Animations in WaterCAD

    yogesh.chalke
    yogesh.chalke
    Good Morning, I am using WaterCAD v8i and i need to present work i did earlier. Can anyone tell me how to save or represent the EPS animation or other animated waterCAD things like Graphs, profiles etc. Thanks in advance and hope someone will help…
    • over 12 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Re: Watercad - Looped System Modeling

    Martin Pflanz, P.E.
    Martin Pflanz, P.E.
    Great answers Kim, I have a few approaches to add - first let me rank the approaches in preference. 1) The full model with all controls is always best to determine the most accurate performance (this involves a good deal of set up, controls, and…
    • over 15 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: stormcad v8i

    David Perrings
    David Perrings
    Mal, Thanks for the reply, do you know if the haestad stormtalk is still in operation or if it has stoped ? How do you think this group site compares ? David Perrings
    • over 14 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
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