Fluid dynamics: head losses and pressure

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SUMMARY

The discussion focuses on calculating head losses and pressure in fluid dynamics, specifically addressing a problem involving a fluid velocity of 5 m/s and a resultant pressure head of approximately 13.3 m. The participants clarify that the term "defined in the question" refers to values provided in the problem statement, which simplifies the calculations. Key calculations include shear rate, shear stress, and pressure drop, leading to the final pressure head determination. The method suggested involves starting with pressure drop and working backwards to flow rate for accuracy.

PREREQUISITES
  • Understanding of fluid dynamics principles, particularly head loss calculations.
  • Familiarity with shear stress and shear rate concepts.
  • Knowledge of the Bernoulli equation and energy conservation in fluid flow.
  • Proficiency in using equations related to pressure drop and fluid velocity.
NEXT STEPS
  • Study the Bernoulli equation and its applications in fluid mechanics.
  • Learn about calculating shear stress and shear rate in various fluid scenarios.
  • Research methods for determining pressure drop in pipe flow, including Darcy-Weisbach equation.
  • Explore reverse calculation techniques for flow rate based on pressure drop.
USEFUL FOR

Fluid mechanics students, engineers working in hydraulics, and professionals involved in pressure loss calculations in piping systems will benefit from this discussion.

AwfulPhysicist
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see I worked through 3a) and I was comparing answers, I saw that they omitted v2 (5m/s) their explanation was because it was "defined in the question" I'm not sure what that means 3)b I tried understanding what's going on but I am clueless unfortunately, how exactly did they get 12.1m ? Where is it from!

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AwfulPhysicist said:
see I worked through 3a) and I was comparing answers, I saw that they omitted v2 (5m/s) their explanation was because it was "defined in the question" I'm not sure what that means
"Defined in the question" means "as given in the problem statement", which in this case is the statement about "Neglect local losses and ignore the forces caused by momentum change."
3)b I tried understanding what's going on but I am clueless unfortunately, how exactly did they get 12.1m ? Where is it from!

All equations and values are attached
There is an energy loss and the equivalent 'head' would be given by equating that energy loss = ρgH. Note the calculation associated with the 12.1 m.
 
As a fluid mechanics guy, I would never have done this problem this way. I would start out by getting the average fluid velocity in the needle:

[tex]v=18\frac{(5)^2}{(0.3)^2}=5000 mm/s =5 m/s[/tex]
shear rate γ at needle wall = ##8\frac{v}{d}=\frac{(8)(5000)}{0.3}=133333 s^{-1}##

shear stress τ at needle wall = μγ = (133333)(0.980x10-3)=131 Pa

pressure drop Δp = ##4\frac{L}{d}τ=4\frac{60}{0.3}131=104500Pa=104.5kPa##

pressure head ##h = \frac{Δp}{ρg}=\frac{104500}{(800)(9.8)}=13.3 m##

For part b, I would have done the calculation in reverse, starting with the pressure drop, and working backwards to the flow rate.

Chet
 

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