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Hamid.AKbari

Hamid.AKbari

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  • RE: Export background to Epanet from WaterGEMS

    MPachlhofer
    MPachlhofer
    Hamid, It is not possible export the background file to EPANET. You'll have to add that back when you open EPANET. Regards, Mark
    • over 7 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: connect to existing water network- WaterEGMS

    Tom Walski
    Tom Walski
    One possible work flow is to export that model into an EPANET file and them import that model into WaterGEMS. You can then use Skelebrator to skeletonize out much of what you don't need or just make discrete sections (e.g.. different pressure zones) inactive…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: pipe label orientation-SewerGEMS

    Jesse Dringoli
    Jesse Dringoli
    Updating the offset can also be done under Element Symbology: communities.bentley.com/.../21533.re-aligning-annotations-to-pipe-orientation
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: pipe label orientation-SewerGEMS

    Sushma Choure
    Sushma Choure
    Please see if you have checked box for "align texts with pipes" in the Options.(Tools>Options>Drawing tab).
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: Default Pipe Size-SewerGEMS

    Jesse Dringoli
    Jesse Dringoli
    Hi Hamid, Are you using SewerGEMS V8i SELECTseries 4? (08.11.04.54) This was an issue fixed in the latest patch set for this version, which will also be part of the upcoming SELECTseries 5 release. Supplemental articles: communities.bentley…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: Default Pipe Size-SewerGEMS

    Jesse Dringoli
    Jesse Dringoli
    Also, after setting up the prototypes (and other standards), you can save the model to a Seed file. When starting a new project, you would then open from that Seed file. You can read a bit more about Seed Files in the help or by searching on Communities…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: Invert in & Invert out label in the manholes-SewerGEMS

    Scott Kampa
    Scott Kampa
    Hello Hamid, The program can create a select set by a query. If you go to View > Selection Sets, then select New > Create by Query, you can create a selection set this way as well. The method where you right-click on the drawing was just one way of…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: Ladxml SewerGems export to Civil3D doesn't have EGL

    Jesse Dringoli
    Jesse Dringoli
    Hamid, I took a look at this with Sushma. As Sushma said, the main purpose of the LandXML import/export is to exchanges physical data. If you look at the Help topic called "LandXML Attribute Mapping", you'll see confirmation that only the Hydraulic…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: "Inflow-Capture curve" or "Gutter Depth vs. Captured Flow" for the scupper Bridge

    Jesse Dringoli
    Jesse Dringoli
    If you are comfortable with estimating the shape of the gutter as conventional, then what you mentioned sounds like a reasonable approach. From the picture, I assume the road is sloped (cross slope) toward the vertical concrete barrier, which would form…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: Flowmaster-Spread in Gutter Section vs Spread in Grate inlet

    Scott Kampa
    Scott Kampa
    Hello Hamid, First, based on the picture, it appears this inlet may actually be in sag. This may impact the results, so I wanted to point it out. Second, the gutter width will be right at the start of the depressed gutter. In this case it will be…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: gutter and road cross side for SewerGems

    Sushma Choure
    Sushma Choure
    Road cross slope is applicable in case of Conventional and V-shaped gutters. In the calculation options - "Neglect Gutter Slope for Side Flow?": If this option is True, SewerGEMS will neglect the gutter cross slope and always use the road cross slope…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: change Pump downstream link for the different scenarios

    Scott Kampa
    Scott Kampa
    Hello Hamid, An enhancement request has been filed. If it is accepted, it will be in a future release of the product. Regards, Scott
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: change Pump downstream link for the different scenarios

    Scott Kampa
    Scott Kampa
    Hello Hamid, As the downstream link for the pump is not a part of the physical alternative, you will likely need to model another set up pumps with the correct downstream links. At issue here is that you cannot have two downstream links attached to…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: RE: COMPOSIT OUTLET STRUCTURE POND IN SEWERGEMS

    Scott Kampa
    Scott Kampa
    Hello Hamid, You cannot have multiple pond outlet structure elements when using Pondmaker. The best option would be to combine the outlet structures into one element, with a composite outlet structure that uses the individual outlet structure elements…
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • RE: Multiple Storage pipe

    Jesse Dringoli
    Jesse Dringoli
    Enhancement # 183224 has been filed.
    • over 8 years ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
>
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