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  1. Abdulellah

    Water slides hydraulic recirculation system desgine ( pipe work and tanks layout )

    The flood comes from a miscalculation of the time for the water to return, as well as the flow of the amount of water that feeds the start reservoir " pump suction reservior " that seprated of slpah pool or landing pool , there is no contact with slide users
  2. Abdulellah

    Water slides hydraulic recirculation system desgine ( pipe work and tanks layout )

    We will discuss more precise topics away from well-known topics. I hope that the topic will continue with this enthusiasm
  3. Abdulellah

    Water slides hydraulic recirculation system desgine ( pipe work and tanks layout )

    @mas985 Thank you. I am a civil engineer and I have learned most of the basics in "water" hydraulics. I think you have commented on all the points that are on my mind and I already know them, so I am asking to remove any doubts in my mind. Just give me a little time and we will have a discussion...
  4. Abdulellah

    Water slides hydraulic recirculation system desgine ( pipe work and tanks layout )

    Greetings to all of you. Briefly, I will not be long. Recently, I was assigned the task of designing a water circulation network for water slides. The problem, in short, is that I have concerns about the huge amount of water flow, which reaches an amount of 580 cubic meters per hour, and I...
  5. Abdulellah

    Flow between pool and surge tank

    Any way , I am happy to talk with you
  6. Abdulellah

    Flow between pool and surge tank

    Thank you all, this forum is truly rich in usefulness and qualified engineers
  7. Abdulellah

    Flow between pool and surge tank

    My only concern is to prevent the compensation tank from overflowing when the pumps are off, and also to ensure that the pump does not exhaust its capacity in suction side , since the non-return valve is exposed to high hydrostatic pressure due to the pool.
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    system05.PNG

  11. Abdulellah

    Flow between pool and surge tank

    Thank you for your valuable and worthly efforts. It seems that you made a great effort to analyze the current situation. Thank you again
  12. Abdulellah

    Flow between pool and surge tank

    Filteration mode Flow rate ( balance tank 70% main drain 30% )
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    performance curve png.png

  14. Abdulellah

    Flow between pool and surge tank

    Assume two pipes 4" from balance tank , two self prim pumps ( astralpool maxim ; 66 cube meter per hour @ 10mH2o TDH ) 4.5 Hp
  15. Abdulellah

    Flow between pool and surge tank

    Thank you for your response. Let us consider it a general case in which the balance tank and the pump may be located below the pool’s water surface level. I hope that a valuable discussion will continue between us regarding this topic. The main idea is that the difference in hydrostatic water...
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    system04.JPG

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    system03.JPG

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    surge1-1.PNG

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    surge0-1.PNG

  20. Abdulellah

    Flow between pool and surge tank

    Greetings of respect to every member and moderator in this wonderful forum . I hope to find what I need through your advice I'm having a problem with the flow between the pool and the overflow tank, when the pump is shout-off mode In the simplified hydraulic system attached to the pictures...
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    spring check valve.JPG

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    system02.JPG

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    system01.JPG

  24. Abdulellah

    En\Abdulellah

    I'm still in the stage of acclimatization and understanding the forum's flow plan ، thanks for your worthley efforts
  25. Abdulellah

    En\Abdulellah

    Hello for all , I am a civil and technical engineer for the pipeworks and of swimming pools and jacuzzi networks. Crystalpool @ yemen