Fluid Mechanics: Topic 8.7 - Minor losses in pipe systems
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- เผยแพร่เมื่อ 23 ส.ค. 2016
- Note: The equation presented at 1:48 is used for turbulent flows. For laminar flows, (which occur less frequently), the equation for the minor losses is K (Vavg mu / D gamma).
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Very concise! Thank you very much!!
Very helpful, thanks.
Clear explanation
Thanks mate
Thank you very much!! Much better than my lecturer!
:D
Thanks, I've been looking for this concept for more than 4 days. My assignment submission deadline is today midnight 😆😆😆
Just in time.
Nice and detailed explanation. ❤️ from 🇮🇳
Thanks!
at 3:40, why wouldn't the velocity change by bernoulli's eqn since there's a difference in elevation
speed is related to conservation of mass. If the fluid density and area do not change at the inlet and outlet, the average speed would not change.
thank you
But even if the pipe diameter does not change, we will still have velocity change due to friction causing pressure losses, right?
If the pipe diameter does not change, the average speed will be constant throughout the pipe. The pressure due to frictional losses will decline along the pipe.
nice channel!
Thanks
great! thanks!
Glad it helped!
I ran some plumbing in my house and noticed a loss in pressure , somebody told me to replace all 90 degree elbo with 2 45 for better flow
How to find coefficient of bend K
You have to look it up somewhere.
COMponents or comPOnents
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