SewerGEMS/SewerCAD Fundamentals Part 1: Sewer System Design and Modeling Fundamentals

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  • Опубликовано: 29 июн 2024
  • This video will go over a broad overview of topics and background information relevant to Sewer Systems, Hydraulic Principles and Wastewater
    Part 1 of 16.
    Applicable products: SewerCAD, SewerGEMS
    Applicable versions: CONNECT Edition
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Комментарии • 24

  • @Saad4k
    @Saad4k 3 года назад +4

    Been using this for a long time. Even then, a refresher course doesn't hurt.

  • @rafaelestradamoncada4071
    @rafaelestradamoncada4071 2 года назад

    great video. I was interested in learning more about the program and this video offered a good intro.

  • @alikhajavian7010
    @alikhajavian7010 3 года назад

    it was a really informative video, tnx ❤

  • @vannkhoeuy8351
    @vannkhoeuy8351 Год назад

    very good

  • @ranayah12
    @ranayah12 3 года назад

    Hola, Videos en español tienen?

  • @tnbooso
    @tnbooso 3 года назад

    Is it possible to get the presentation slides?

    • @bentleyopenflows
      @bentleyopenflows  3 года назад +2

      The slides are not currently available but the workstop steps and dataset are provided. See link in the workshop-related videos: communities.bentley.com/products/hydraulics___hydrology/m/hydraulics_and_hydrology_gallery/273992

  • @faseel-e-shaaor8842
    @faseel-e-shaaor8842 2 года назад

    Can we auto design a surface drainage system on sewergems ?

    • @bentleyopenflows
      @bentleyopenflows  2 года назад

      yes, although the ground elevations are fixed, inlet opening sizes are part of the automated design routine. See: communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/26823/in-the-inlet-library-what-is-the-design-lengths-used-for

    • @faseel-e-shaaor8842
      @faseel-e-shaaor8842 2 года назад

      @@bentleyopenflowsttThanks a lot ...
      I have tried software doesn't support open cross section ( channel and cross section combination). What could be solution?

    • @bentleyopenflows
      @bentleyopenflows  2 года назад

      @@faseel-e-shaaor8842 correct, open channels are not designed with the automated design feature, just the subsurface pipe network and the above-surface gutter network (inlet sizes). See more in the following article and if you need more help, please post on our Community forum. communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/22833/can-automated-design-size-open-channels

  • @mhelmysuper7159
    @mhelmysuper7159 3 года назад +1

    Please put the Arabic translation in the translation for the videos

  • @mohamedelshame8358
    @mohamedelshame8358 3 года назад

    shall i have that pdf file?

    • @bentleyopenflows
      @bentleyopenflows  3 года назад +1

      Hello Mohamed, please see my earlier post: the slides are not currently available but the workshop steps and dataset are provided. See link in the workshop-related videos: communities.bentley.com/products/hydraulics___hydrology/m/hydraulics_and_hydrology_gallery/273992

  • @prakritineupane7774
    @prakritineupane7774 3 года назад

    how to download sewercad ?

    • @bentleyopenflows
      @bentleyopenflows  3 года назад

      Prakriti, assuming your organization has a license of SewerCAD, you can use the information in the following article to download (typically done by your Site Administrator, but they can provide permissions to download if needed): communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/8175.downloading-haestad-hydraulics-and-hydrology-software
      If you do not have a license of SewerCAD, you can contact sales here: www.bentley.com/en/about-us/contact-us/sales-contact-request

  • @pola2000ful
    @pola2000ful 3 года назад

    If i put the ground level negative , the program give me this error.
    (Invert elevation (0.00 m) is higher than or equal to rim (or top) elevation(-0.40 m).

    • @bentleyopenflows
      @bentleyopenflows  3 года назад +1

      Hi Pola, the message is telling you that the invert of the element cannot be higher than the ground elevation. If your ground elevation is -0.40 m, then the bottom of the structure (invert) must be below -0.40 m. If this does not help, please post on our forum with more details: communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum

    • @pola2000ful
      @pola2000ful 3 года назад

      @@bentleyopenflows Thank you, but how can I make the bottom of structure below -0.40

    • @bentleyopenflows
      @bentleyopenflows  3 года назад +1

      @@pola2000ful You can adjust the "elevation (invert)" field in the node properties, or use automated design to drop the invert down based on design criteria such as cover. For more questions, please post on our forum (see link in previous reply).

    • @mohamedelshame8358
      @mohamedelshame8358 3 года назад

      @@pola2000ful you take the ground level copy paste to excel and subtract 1m from all level then insert the result to invert level in flextable

  • @abhisheksinhthakur3729
    @abhisheksinhthakur3729 7 месяцев назад

    Is it possible to get the presentation slides?

    • @bentleyopenflows
      @bentleyopenflows  7 месяцев назад

      Hi, all of the available material is here: communities.bentley.com/products/hydraulics___hydrology/m/hydraulics_and_hydrology_gallery/273992