• Why does EPS analysis does not giving conduit sizing on increasing loading in sewergems?

    Abhishek Verma
    Abhishek Verma
    I am increasing the loading but conduit dia remain same in EPS analysis, why this is happning?
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • how to set a flushing manhole in sewergems?

    Abhishek Verma
    Abhishek Verma
    flushing manhole load is only generated in morning how i can assign load the for 3 to 2 hours in system. using EPS.
    • Answered
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Equation Used In Hydrogen Sulfide (H2S) Modeling In SewerGems

    Khalid Hilu
    Khalid Hilu
    Dear All , Kindly i have a question , and i am a little bit confused about H2s Calculations in sewer gems. First Of all i have seen this article and it understand it well : Modeling septicity / hydrogen sulfide (H2S) .] I tried make a comparison…
    • over 3 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Pump Error "Pump On elevation is not in the range of upstream node bottom elevation and top elevation."

    Megan Dawson
    Megan Dawson
    I have 15 existing pump stations I've already created (30 pumps). Upon creating my most recent pump station I am getting this one error for one of the pumps. I've set up elevations the same way I have for every other pump station. It doesn't make sense…
    • Answered
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Hydrogen Sulfide Modeling in Sewergems

    Khalid Hilu
    Khalid Hilu
    Dear Folks , I have run a model with Hydrogen sulfide analysis , after made the analysis i got the result for H2s in and out concentration , my question is : do we have a limit for H2S concentration in sewer pipe line ?? or do we have a code or standard…
    • over 4 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • hydraulic grade line

    Khalid Hilu
    Khalid Hilu
    Hello Folks , Kindly i have a question related to Sewer-gems Software , my question is about the hydraulic grade line in a sewer networks that modeled throughout Sewer gems or sewer cad . The Hydraulic grade lines have a small jump before manhole…
    • Answered
    • over 4 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 on April 19: Bentley Hydraulics & Hydrology – Sewer

    Patsy Gant
    Patsy Gant
    Join Bentley's Martin Pflanz for the next Bentley Hydraulics & Hydrology Special Interest Group (SIG) virtual workshop on Wednesday, April 19, at 9 a.m. EDT or 7 p.m. EDT . Register today! These complimentary, one-hour sessions share the same agenda and…
    • over 6 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Combined ( Sewer& Storm Network)

    Sayed Elhagar
    Sayed Elhagar
    Dear All; I am designing a combined network for sewer and storm and I have the following queries. What is the best software to model this network ( Sewercad, stormcad or sewergems)? what type of solver I shall use? please if you can help me…
    • Answered
    • over 7 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: Soil/Land use Curve Number-Antecedent Mosisture condition

    Hamid.AKbari
    Hamid.AKbari
    I put some part of the guideline from Ministry of Transportation-Canada: SCS CN Procedure: The SCS method uses a parameter called the curve number (CN). CN is a measure of a watershed's hydrologic response potential. The CN is related to the land…
    • over 8 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
  • Re: Lift station - Defining parameters

    Mal Sharkey
    Mal Sharkey
    Hi, Are you referring to SewerCAD or SewerGEMS? And which version are you running? Regardless, my first tip would be to check the inflow into the wet well. My guess is that the pumps are working fine, but the inflow is not what you expect…
    • over 14 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Channel to culvert problems (SewerGEMS)

    ltwilley
    ltwilley
    Hi, I am a new user to this community and I'm hoping someone has some insight into a problem i'm running into with my stormwater model. At the downstream of my model 2 of my main pipelines drain into a channel that then cross by way of 4 24" culverts…
    • over 13 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Continuity Error Question

    katzi
    katzi
    I am putting together a sewer system model for a semi-large city. My model includes 1 outlet (wastewater treatment plant), about 10 pump stations spread out in the system, a number of force mains, and the rest gravity lines. Right now I am only trying…
    • over 14 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
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