Bentley Systems WaterGEMS- Design Evaluation of Hydraulic Models Using WaterGEMS

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  • Опубликовано: 29 сен 2024

Комментарии • 37

  • @Krishna-SP55
    @Krishna-SP55 5 лет назад

    Thank you sir, nice teaching

  • @sagiriliyasuadamu3341
    @sagiriliyasuadamu3341 3 года назад +1

    Try to speak louder enough, otherwise very well explained.

  • @mam-entertainment
    @mam-entertainment 7 лет назад +3

    Dear Sir,
    We don't have built in Library for HDPE pipe in WaterGEMS V8i Series3. Please help in order to fix that problem because we need HDPE pipe for our Design.
    Please guide with the complete addition of the Library for our use.

  • @nefertiri1106
    @nefertiri1106 7 лет назад +4

    Thank you so much!, I can undertand you clearly, you have solved many of my doubts. Greetings from Peru

  • @RahulRaj-gx6nd
    @RahulRaj-gx6nd 3 месяца назад

    Using velocity and pressure

  • @Colorz-di1ee
    @Colorz-di1ee 2 года назад

    Not at all audible

  • @RahulRaj-gx6nd
    @RahulRaj-gx6nd 3 месяца назад

    How do I optimise pipe diameter

  • @devihema8297
    @devihema8297 5 лет назад +2

    By using user data extensions how to to create the ground level start and stop for the pipe.Is there any option inbuilt itself? Infact i want elevation differences in the pipe.
    Pls let me know by using userdata extension how to calculate the pressure.
    if we added extra 10% losses then automatically pressure also will be updated,but i need to check with the same result by using userdata extention (real fourmula)

    • @tankul20
      @tankul20  5 лет назад +2

      devi hema try increasing the length of pipes by 10% thus considering additional 10% head losses in pipes.
      You can increase the length by using length (user defined)

  • @jignashadoshi4542
    @jignashadoshi4542 5 лет назад +1

    Good explanation. Thank you so much for sharing but how to start design in Watergem ?

  • @Gigglegalaxy8811
    @Gigglegalaxy8811 7 лет назад +2

    Thanks Tanay.You lecturers are always detailed and effective.Greetings from Netherlands

    • @tankul20
      @tankul20  7 лет назад

      He Says many thanks your support keeps me motivated.

  • @cascadeofHappiness
    @cascadeofHappiness 2 года назад

    Can anyone let me know that in water supply system design we get the low velocity in many pipes which is even less than 0.3 m/s, even we also get 0.01 m/s velocity in many pipes..
    So please just clarify me is this acceptable to having such kind of velocity in pipes?

  • @pushpendranagar2939
    @pushpendranagar2939 Год назад

    Sir which software is best among water gem, loop or epanet to design hydraulic network

  • @sourabh689
    @sourabh689 2 года назад

    how to calculate junction wise demand.. i know the total water demand for the area

  • @viralvideos1979
    @viralvideos1979 2 года назад

    What should be the minimum and maximum slope of pipe for irrigation network...

  • @utkarshkotulkar
    @utkarshkotulkar 5 лет назад

    sir, can you please show us the Rising Main design from start to end. what types of input we have to give to run the model ????? OR REFER ME ANY LINKS FOR THAT !

  • @gadamakulwa8685
    @gadamakulwa8685 5 лет назад

    Sorry, im using watergem connector version 10.0 but its not displaying some element after calculation done such as
    Start node,end node, flow,velocity and headloss.

  • @AKSHAYGHODAKE
    @AKSHAYGHODAKE 6 лет назад +1

    how to design diameter of distribution system?

    • @tankul20
      @tankul20  5 лет назад

      Akshay Ghodake try using Darwin designer!

  • @EngrBilal-te5nw
    @EngrBilal-te5nw 4 года назад

    Sir I have a question?
    Which software is used to design Water distribution Network by Grid system in a newly town?

  • @trik3002
    @trik3002 4 года назад

    hi there, thank you so much for making such informative video.
    i also have few queries in watergems, so, is there any way through which we can communicate ? plz reply

  • @shreeshelar4370
    @shreeshelar4370 4 года назад

    Sir, Whenever I put a FCV it either creates negative pressure zone or reverse flow. Any specific reason for it? How can I solve such issues?

  • @ravindrarai2627
    @ravindrarai2627 5 лет назад

    sir please make a vedio for how to draw distribution network in watergems arcmap directly on Google map.

  • @karanbhatt8378
    @karanbhatt8378 3 года назад

    Sir
    Can you give your no so that i can learn this software

  • @real1083
    @real1083 4 года назад

    sound not clear

  • @teklitguesh8244
    @teklitguesh8244 5 лет назад

    what r the input parameters to analysis water distribution system

  • @NaziruzzamanShyamal
    @NaziruzzamanShyamal 4 года назад

    It is very effective............thanks

  • @civiltechnology6612
    @civiltechnology6612 4 года назад

    Hello sir where from you

  • @tabishalam1981
    @tabishalam1981 5 лет назад

    Very well described. I appreciate your efforts.

  • @hrittickhatui4427
    @hrittickhatui4427 3 года назад +1

    This is my final year of BE course and it has been just 3-4 classes I started to learn pipeline network and Water distribution system. The classes are very interesting. Today, after watching this video, I'm definitely gonna disturb my professor to do a project with this software.

  • @fayeraoljira1813
    @fayeraoljira1813 4 года назад

    nicevideo

  • @Mohammad-zv6rl
    @Mohammad-zv6rl 8 лет назад +1

    Great job Best friendship from Afghanistan and India peaceful people

    • @tankul20
      @tankul20  7 лет назад +1

      Mohamad anwar thanks brother. I reciprocate the same love and affection to my fellow Afghani brothers and sisters.