Choose the Right Water Pump for Your Water Pip Line

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Discussion Overview

The discussion revolves around selecting an appropriate water pump for a water pipeline system, considering factors such as tank capacity, reservoir levels, and system configuration. Participants explore theoretical and practical aspects of pump selection, including calculations related to pressure head and system types.

Discussion Character

  • Technical explanation
  • Conceptual clarification
  • Debate/contested

Main Points Raised

  • One participant requests a formula for choosing a water pump based on known tank capacity and the need to maintain water levels in two reservoirs.
  • Another participant suggests describing the system in detail, including flow rate, water volume, and distances involved, and mentions the potential use of the Bernoulli Equation to determine pressure head requirements.
  • A different participant notes that selecting a pump typically involves referencing a performance graph after calculating the head required.
  • One participant raises questions about the system's configuration, asking if it is open or closed, the elevation of the tanks, and the pump's location relative to the tanks, emphasizing the importance of these factors in calculations.
  • In an open system, specific calculations for suction and discharge heads are outlined, including considerations for friction losses and the risk of cavitation if the NPSH is exceeded.
  • It is mentioned that in a closed system, elevation changes are less significant, focusing instead on head loss in the piping.

Areas of Agreement / Disagreement

Participants express various views on the factors influencing pump selection, with no consensus on a single approach or formula. The discussion remains unresolved regarding the best method for determining the appropriate pump.

Contextual Notes

Limitations include the need for specific details about the system configuration, such as elevation differences and flow rates, which are not fully provided. The discussion also highlights dependencies on definitions of open and closed systems and the implications for calculations.

Eng_Luqman
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Need to know the formula that i can use it to choose Water Pump ... or suitable ((( Water Pump ))) For any water pip line

if i have known water tank capacity

if i have two water reservoirs and need both to not to reach empty conditions
 
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Can you describe the system a bit more? Pumping from where to where? How fast? How much water? How far (horiz & vertical)?

Perhaps the Bournoulli Equation? Figure out how much of a pressure head you need and then check pump ratings that can handle that.
 
...and generally, using the info Phobos mentioned, you'd pick a pump straight from a performance graph. The only math is in calculating the head.
 
Is this an open system? Are both tanks at the same elevation? Where is the pump in relation to the tanks?

The elevation of the tanks and their location relative to the pump is important in an open system, which is a system open to the atmosphere.

If the system is open, you need to calculate:

The suction head (height of the water in the tank relative to the pump inlet, the suction pipe friction losses including the pipe fittings and valves

The discharge head (height to the discharge opening in the discharge tank relative to the pump outlet, the discharge pipe friction losses including the pipe fittings and valves).

Then you subtract positive suction head from the discharge head or add any negative suction head to the discharge head and the difference becomes the total pump head required.

If the system is closed (circulating) than changes in elevation do not matter and all you are calculating is the head loss in the piping.

Also, if the system is open, you have to be careful not to exceed the NPSH (Net Positive Suction Head) that the pump can handle otherwise you can cause the pump to cavitate (create flash steam in the pump that can damage the impeller). This is particularly important if you are dealing with hot water. If the pump is located below the suction side water level this should not be a problem.
 

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