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Head loss due to contraction

  • Thread starter foo9008
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  • #1
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Homework Statement


I was told that for loss of head at entrance , the degree of contaction depends on how thick the pipe walls is .
i really don't know the meaning , can someone clarify ? the author also stated that the loss coefficients will vary , for very thin tubes , k is very high ?
head loss = k (V^2) / 2g

Homework Equations




The Attempt at a Solution


as we can see , the haed loss is affected by velocity of water , how can thickness of pipe affect the head loss? [/B]
 

Answers and Replies

  • #2
19,915
4,092

Homework Statement


I was told that for loss of head at entrance , the degree of contaction depends on how thick the pipe walls is .
i really don't know the meaning , can someone clarify ? the author also stated that the loss coefficients will vary , for very thin tubes , k is very high ?
head loss = k (V^2) / 2g

Homework Equations




The Attempt at a Solution


as we can see , the haed loss is affected by velocity of water , how can thickness of pipe affect the head loss? [/B]
Can you provide an exact quote?
 
  • #3
678
4
Can you provide an exact quote?
The degree of contraction depends upon how far the flow the pipe may project within the reservior and also how thick the pipe walls are , compared with its diameter
 
  • #4
19,915
4,092
The degree of contraction depends upon how far the flow the pipe may project within the reservior and also how thick the pipe walls are , compared with its diameter
Can you provide a diagram?
 
  • #5
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Nidum
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Edit : Inlet profiles illustration removed .
 
Last edited:
  • #7
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  • #8
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