Recent content by Abdulellah

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

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

@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...

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...

Any way , I am happy to talk with you

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

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.

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

Filteration mode Flow rate ( balance tank 70% main drain 30% )

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