Fluid discharge from pipe to atmosphere

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SUMMARY

The discussion centers on the coefficient of discharge when fluid flows from a pipe to the atmosphere. Participants clarify that the coefficient of discharge is indeed 1 when discharging to the atmosphere, as there is no significant head loss due to friction in this scenario. The equation for head loss, represented as k(v^2)/2g, is acknowledged, but friction loss is deemed negligible in this context. Thus, the conclusion is that the coefficient of discharge remains 1 when fluid exits a pipe into the atmosphere.

PREREQUISITES
  • Understanding of fluid dynamics principles
  • Familiarity with the coefficient of discharge
  • Knowledge of head loss calculations
  • Basic equations of motion for fluids
NEXT STEPS
  • Study the implications of fluid friction in pipe flow
  • Learn about the Bernoulli equation and its applications
  • Research the effects of atmospheric pressure on fluid discharge
  • Explore advanced topics in fluid mechanics, such as flow regimes
USEFUL FOR

Students and professionals in engineering, particularly those focused on fluid mechanics, hydraulics, and related fields will benefit from this discussion.

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Homework Statement



I know that when the fluid flow from pipe to reservoir, the coefficient of discahrge is 1, where head loss =k(v^2)/2g... How about the fluid is discharged from pipe to atmosphere??

Homework Equations

The Attempt at a Solution

 
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IMO , it is still 1 for the coefficient of loss from the pipe to atmosphere , is it true , can someone clarify??
 

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i think there is no need to include the loss due to the fluid friction loss from pipe to atmosphere... i am not really sure thoigh
 

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