Is Total Pressure Different at Different Points Along a Pipe?

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SUMMARY

Total pressure in a pipe is not constant and varies at different points due to energy loss from friction and viscous effects. While static pressure is highest near the pump and lowest at the outlet, dynamic pressure remains constant if speed and density are unchanged. The concept of head loss is critical, as it explains why total pressure at discharge differs from that at suction, necessitating pump input energy to maintain flow. This discussion clarifies that total pressure equality is only valid over very short lengths of a system where head losses are negligible.

PREREQUISITES
  • Understanding of fluid dynamics principles
  • Knowledge of static and dynamic pressure concepts
  • Familiarity with head loss in fluid systems
  • Basic operation of pumps and hydraulic systems
NEXT STEPS
  • Research the effects of friction and viscous losses in pipe flow
  • Learn about calculating head loss using the Darcy-Weisbach equation
  • Explore the role of pumps in hydraulic systems and energy transfer
  • Study the impact of fittings and valves on total pressure in piping systems
USEFUL FOR

Engineers, fluid dynamics researchers, and anyone involved in the design or analysis of hydraulic systems will benefit from this discussion.

Yuri B.
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Total pressure is a sum of the static pressure and the dynamic one, and is said to be the same along a pipe/duct.
In the water pipe gauge (static) pressure is maximal after the pump and minimal at the pipe outlet, but the speed and the density being the same, the dynamic pressure is the same everywhere. So, the total pressure is different at different points ?
 
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Yes: In a real-world situation, the stream of water loses energy as it flows, due mostly to friction and viscous losses. This is why pumps require input energy.
 
russ_watters EXCELLENT
 
Does total pressure stay the same everywhere in a closed system ?
 
Not according to Russ.
The loss as the flud moves down the pipe is called, well, head loss.
 
The TP at discharge is not = the TP at suction ?
Why ?
 
Yuri B. said:
The TP at discharge is not = the TP at suction ?
Why ?
That's the entire purpose of a pump.
 
because u give the pump electric power and it transimits it to hydraulic power
thats the reason YURI
 
I got it so: the first statement (in my OP) - which one can meet not once in the writings on the subject - is true conditionally for only short lengthes of a system where head losses are considered negligeable.
Thank you!
 
  • #10
my friend we always here neglect secondary losses like fittings and valves but length no and also it depends on the length ur talkin abt
 

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