Edited by jayari, 11 March 2020 - 06:57 PM.
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Clarification On Article About Minor Loss Calculation Method From Cher
#1
Posted 11 March 2020 - 06:57 PM
#2
Posted 11 March 2020 - 10:22 PM
Hi,
Let you use your favorite search engine and get access to : https://www.katmarsoftware.com/
Let you find Katmar's explaination about pressure drop calculation methods for fittings .
Using the search engine in this forum is also an option .
more :underneath .
https://neutrium.net.../pressure-drop/
Good luck
Breizh
Edited by breizh, 15 March 2020 - 12:31 AM.
#3
Posted 12 March 2020 - 08:08 AM
The neutrium.net domain as a whole hasn't been working for me this last week when I was searching my old bookmarks. Does the website fully load for you?
Thanks for linking me to Katmar's website - I read those articles and a few other threads on this site and Eng-tips.com about minor loss calculation. I am focused on understanding this article from cheresources at this time because either there is an inconsistency that the author should be alerted to or I need to fix my understanding of what is written (this is the more likely situation lol).
#4
Posted 12 March 2020 - 09:25 AM
jayari,
You are making the same point the author of the article makes. There is a contradiction in the definitions so they are NOT the same. Read the article closely:
"f in Equation 4 is not the same f as in the Darcy equation for straight pipe, which is a function of Reynolds Number."
#5
Posted 12 March 2020 - 10:55 AM
@Pilesar
My question, stated another way, is if K = ft * Leq/D and ft is defined as the friction factor in a zone of complete turbulence, then how can the K value calculated in this way be applied to any situation other than turbulent flow?
If I were to perform a calculation with my understanding of the article now for a laminar flow situation, it would look something like this:
hL = (fL/D + SK) * (v2/2g)
Where f, L, D are for the pipe and the K values are for the fittings in the pipe layout. In my equation above, I would have an f value for laminar flow applied to the pipe component and K values for the fittings that are defined with a variable that necessitates turbulence (ft). This is where I think my confusion with the highlighted portions of the text are applicable - the first portion says the K value may be used regardless of the flow regime while the second portion says turbulence is a requirement. If you read the whole section on page 2, you will see multiple instances of the author emphasizing the turbulent regime as a necessary condition for the applicability of K = ft * Leq/D.
I understood the author's intent to separate f from ft because in the author's view, the head loss through fittings and pipe are different and should be calculated separately, as they detail in the following section and into page 3. Even if you follow the author's prescribed method of performing the calculations, if the flow is in the laminar regime, you end up adding a head loss calculated with a laminar pipe friction factor and a head loss that uses a turbulent flow regime K value for the fittings.
Edited by jayari, 12 March 2020 - 10:56 AM.
#6
Posted 13 March 2020 - 01:40 AM
Hi ,
Yes time to time I can get access to Neutrium , seems more difficult than before (time delay).
Note: I've attached an extract from Ron Darby's Book :Chemical engineering fluid mechanics 2nd edition where 4 methods are compared .
Good luck.
Breizh
Edited by breizh, 13 March 2020 - 06:34 AM.
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