Can someone please tell me if there is an average value to use for resistance coefficient in a Y strainer I have searched product catalogs but only seem to find Cv or Kv values. I am working on an assignment to calculate major and minor losses in a pipe system and there is a 15mm strainer with 0.8mm screen in a section of pipe and using Darcys equation for minor losses i need the K value to solve.
Cant seem to find this information anywhere
Any help would be greatly appreciated
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K Value For A Y Strainer
Started by DARK_STALKER, May 29 2011 10:46 AM
6 replies to this topic
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#1
Posted 29 May 2011 - 10:46 AM
#2
Posted 29 May 2011 - 11:27 AM
Dark Stalker,
I wouldn't know the K -value for Y-strainer but Fig. 17-4 in the GPSA Engineering Databook, Section 17 - Fluid Flow & Pumping gives a value of the equivalent length of Y-strainers as:
Leq = 250*D
where:
Leq = equivalent length
D = Nominal Pipe diameter
use consistent units
Hope this helps.
Regards,
Ankur.
I wouldn't know the K -value for Y-strainer but Fig. 17-4 in the GPSA Engineering Databook, Section 17 - Fluid Flow & Pumping gives a value of the equivalent length of Y-strainers as:
Leq = 250*D
where:
Leq = equivalent length
D = Nominal Pipe diameter
use consistent units
Hope this helps.
Regards,
Ankur.
#3
Posted 29 May 2011 - 11:39 AM
Thanks Ankur
So then for a 15mm pipe
250*0.015 = 3.75
I found one product specification document that show k for a similar size pipe to be 3
I have also found information that states that K will vary with time as the strainer becomes blocked and the way to model this would be to use the max dp for a clogged strainer
Regards
So then for a 15mm pipe
250*0.015 = 3.75
I found one product specification document that show k for a similar size pipe to be 3
I have also found information that states that K will vary with time as the strainer becomes blocked and the way to model this would be to use the max dp for a clogged strainer
Regards
#4
Posted 29 May 2011 - 11:58 AM
Dark Stalker,
Generally for any hydraulic calculations involving a Y-strainer I consider a pressure drop of 0.1 bar (1.5 psi) and be done with it unless I have other supporting data. This generally proves to be conservative enough for any pipe hydraulic calculations.
Hope this helps.
Regards,
Ankur.
Generally for any hydraulic calculations involving a Y-strainer I consider a pressure drop of 0.1 bar (1.5 psi) and be done with it unless I have other supporting data. This generally proves to be conservative enough for any pipe hydraulic calculations.
Hope this helps.
Regards,
Ankur.
#5
Posted 29 May 2011 - 12:32 PM
Is there a way to factor this pressure drop into the Darcy equation for a minor loss
I can find the major loss and because this strainer is a minor loss element I need to be able to factor it in to my original darcys equation.
Would I be correct in saying to convert the pressure drop into head loss
I found a pressure drop formula in a product specification sheet delta P = (q/Cv)^2 this gives a pressure drop of 0.6 psi
If i use the L equivalent you suggested do i just use it in darcys equation as a length of staright pipe so in the major loss section.
Thanks again you seem to be the only person helping
I can find the major loss and because this strainer is a minor loss element I need to be able to factor it in to my original darcys equation.
Would I be correct in saying to convert the pressure drop into head loss
I found a pressure drop formula in a product specification sheet delta P = (q/Cv)^2 this gives a pressure drop of 0.6 psi
If i use the L equivalent you suggested do i just use it in darcys equation as a length of staright pipe so in the major loss section.
Thanks again you seem to be the only person helping
#6
Posted 29 May 2011 - 07:00 PM
Hi ,
let you try this resource :
http://www.pressure-....mobi/1107.html,
more available using Google .
For a strainer consider 0.1 Bar as a maximum for delta P .
Hope this helps
Breizh
let you try this resource :
http://www.pressure-....mobi/1107.html,
more available using Google .
For a strainer consider 0.1 Bar as a maximum for delta P .
Hope this helps
Breizh
#7
Posted 31 May 2011 - 06:35 AM
This is from my binder of "Handy Dandy Reference Materials". A long time ago I used Armstrong's Y-type strainer catalog and calculated that Kclean ~ 2. I use Kdirty = 10 for design.
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