Entrance to centrifugal pump = pressure lost in entrance to container?

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SUMMARY

The discussion centers on the comparison of local pressure loss at the entrance to a container versus the entrance to a hydraulic centrifugal pump under ideal conditions. It is established that there is an irreversible loss in stagnation pressure at both locations, which must be accounted for in hydraulic analysis. The Darcy-Weisbach equation is identified as a key method for quantifying these pressure losses. Therefore, both scenarios involve local pressure losses that should not be ignored in hydraulic calculations.

PREREQUISITES
  • Understanding of hydraulic principles and flow dynamics
  • Familiarity with centrifugal pump operation
  • Knowledge of the Darcy-Weisbach equation for pressure loss calculations
  • Basic concepts of stagnation pressure in fluid mechanics
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  • Research the application of the Darcy-Weisbach equation in various hydraulic systems
  • Study the effects of irreversible pressure losses in centrifugal pumps
  • Explore methods to minimize pressure loss in fluid flow systems
  • Learn about the impact of flow conditions on pressure loss in containers and pumps
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Engineers, fluid mechanics students, and professionals involved in hydraulic system design and optimization will benefit from this discussion.

Femme_physics
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Does the local pressure lost endured in an entrance to a container (k =1) equal to the same local pressure lost of an entrance to a hydraulic Centrifugal pump (in basic hydraulic with mostly ideal conditions - neglecting friction). Or do we ignore it as local pressure lost?
 
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Hi Femme_physics. Not sure exactly what you're asking but there is an irreversible loss in stagnation pressure anywhere there is flow unless work is being done on the fluid. So there's an irreversible pressure loss at the entrance to a pump and there's an irreversible pressure loss for flow into or out of a vessel. We typically analyze that pressure loss using the Darcy Weisbach equation or similar method.
 

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