What is the Formula for Minor Loss Due to Expansion?

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Homework Help Overview

The discussion revolves around the formula for minor loss due to expansion in fluid dynamics, specifically questioning whether it can be expressed similarly to the formula for loss due to contraction. Participants reference previous threads and attempt to clarify the definitions and variables involved in these formulas.

Discussion Character

  • Exploratory, Conceptual clarification, Assumption checking

Approaches and Questions Raised

  • Participants explore the relationship between mean velocity and the minor loss formula, questioning the appropriateness of using an average of velocities from different regions. There is discussion about specific cases where velocities may be zero and how that affects the formulas.

Discussion Status

The conversation is ongoing with participants seeking clarification on the definitions of mean velocity and its application in the context of minor losses. Some guidance has been offered regarding the interpretation of velocities in the formulas, but no consensus has been reached.

Contextual Notes

Participants reference specific images and formulas from previous threads, indicating that there may be confusion stemming from those examples. The discussion also highlights the need to consider the average velocity across the cross-section of the pipe rather than a simple average of velocities from different regions.

foo9008
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Homework Statement


from the previous thread , https://www.physicsforums.com/threads/minor-loss-in-pipe.869148/
, i know that formula of loss due to contraction can also be expressed as k[( mean velocity )^ 2 ] / 2g
how about the formula of minor loss due to expansion , can we expressed as k[( mean velocity )^ 2 ] / 2g ??

Homework Equations

The Attempt at a Solution

 

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is it feasible ?
 
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BvU said:
What mean velocity did you have in mind ? ##V_1+ V_2\over 2\ \ ## ?

Or ##k_1 ## in combination with ##V_1## ?

The old thread is a 'special case' with one of the V = 0

Really, the old thread has one of the v =0 ? At which region?
For the loss due to expansion, I mean (V1 +V2 ) /2
 
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in the old thread , how can one of the v = 0 ? it is [(Vc -V2)^2]/ 2g
 
foo9008 said:
Really, the old thread has one of the v =0 ? At which region?
For the loss due to expansion, I mean (V1 +V2 ) /2
What do you mean by combination of k and v1 ?
 
foo9008 said:
At which region?
in the reservoir
foo9008 said:
For the loss due to expansion, I mean (V1 +V2 ) /2
well, the link gives the expressions. You can try to wiggle ##\ \
\left (V_1+ V_2\over 2\right )^2 \ \ ## into this but i doubt that succeeds...
 
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foo9008 said:
in the old thread , how can one of the v = 0 ? it is [(Vc -V2)^2]/ 2g
I meant the one in post #1
 
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BvU said:
in the reservoir
well, the link gives the expressions. You can try to wiggle ##\ \
\left (V_1+ V_2\over 2\right )^2 \ \ ## into this but i doubt that succeeds...
So , its not possible to change the to change the original formula of head loss due to expansion into
k[( mean velocity )^ 2 ] / 2g??
 
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BvU said:
it doesn't state v = 0 , it just stated mean velocity in 165
 
  • #11
Ah ! I was mistaken in post #3. In 165 there is no counterpart of the ##V_1## in 166 -- so I wanted to consider ##V_1## as zero in picture 165. But it plays no role in either case: the ##v## involved are ## V_c## and ##V_2## in both cases, so 165 and 166 say the same (as haru indicated and you Ok'd)

(we are now talking about pictures in another thread - never mind :smile:) .

In 166 you see a ## k_L = \left ( {\displaystyle A_2\over \displaystyle A_c} - 1\right )^2##.

In the current thread the idea is that there is no contraction at CD and that means ##V_1## plays the role of ##V_c## (and ##A_1## is ##A_c##).

##v_1## and ##v_2## are linked through continuity (##V_1 A_1 = V_2 A_2##) so -- analogous to 166 -- you get a ##k_L## for ##V_2## but you can also get a (different) ##k_L## for ##V_1##.

'Mean velocity in the pipe' may have caused confusion: what is meant is volume flow divided by area (i.e. the velocity averaged over the cross section -- so not lengthwise). In other words: there is no place for (V1 +V2 ) /2
 
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  • #12
BvU said:
Ah ! I was mistaken in post #3. In 165 there is no counterpart of the ##V_1## in 166 -- so I wanted to consider ##V_1## as zero in picture 165. But it plays no role in either case: the ##v## involved are ## V_c## and ##V_2## in both cases, so 165 and 166 say the same (as haru indicated and you Ok'd)

(we are now talking about pictures in another thread - never mind :smile:) .

In 166 you see a ## k_L = \left ( {\displaystyle A_2\over \displaystyle A_c} - 1\right )^2##.

In the current thread the idea is that there is no contraction at CD and that means ##V_1## plays the role of ##V_c## (and ##A_1## is ##A_c##).

##v_1## and ##v_2## are linked through continuity (##V_1 A_1 = V_2 A_2##) so -- analogous to 166 -- you get a ##k_L## for ##V_2## but you can also get a (different) ##k_L## for ##V_1##.

'Mean velocity in the pipe' may have caused confusion: what is meant is volume flow divided by area (i.e. the velocity averaged over the cross section -- so not lengthwise). In other words: there is no place for (V1 +V2 ) /2

ok , i understand that the velocity is average velocity across the area , but can still i say that the head loss due to contraction expansion is k[( mean velocity^2] / 2g ?
 
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  • #13
BvU said:
Ah ! I was mistaken in post #3. In 165 there is no counterpart of the ##V_1## in 166 -- so I wanted to consider ##V_1## as zero in picture 165. But it plays no role in either case: the ##v## involved are ## V_c## and ##V_2## in both cases, so 165 and 166 say the same (as haru indicated and you Ok'd)

(we are now talking about pictures in another thread - never mind :smile:) .

In 166 you see a ## k_L = \left ( {\displaystyle A_2\over \displaystyle A_c} - 1\right )^2##.

In the current thread the idea is that there is no contraction at CD and that means ##V_1## plays the role of ##V_c## (and ##A_1## is ##A_c##).

##v_1## and ##v_2## are linked through continuity (##V_1 A_1 = V_2 A_2##) so -- analogous to 166 -- you get a ##k_L## for ##V_2## but you can also get a (different) ##k_L## for ##V_1##.

'Mean velocity in the pipe' may have caused confusion: what is meant is volume flow divided by area (i.e. the velocity averaged over the cross section -- so not lengthwise). In other words: there is no place for (V1 +V2 ) /2
sorry , pls ignore my several posts before this . do you mean the mean velocity is not suitable and should be replaced by v1(mean velocity at region 1 ) or v2( mean velocity at region 2 ) to avoid confusion ?
 
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