
[Sponsors] 
May 11, 2011, 01:01 
Poiseuille flow for Rectangular Annulus

#1 
New Member
arunima
Join Date: Oct 2009
Posts: 4
Rep Power: 8 
Hello All,
Has anybody derived equation for pressure drop or flow rate for flow through rectangular annulus (hollow rectangular section). Please let me know any literature available on this. Thanks for your help. 

May 11, 2011, 01:52 

#2 
Super Moderator
Oliver Gloth
Join Date: Mar 2009
Location: Todtnau, Germany
Posts: 116
Rep Power: 9 
Hi,
if the flow is turbulent you can use the relations for circular ducts and replace the diameter with the hydraulic diameter Dh = 4*A/P (A: cross section, P: perimeter). For laminar flow you can find an analytical solution in VISCOUS FLUID FLOW by Frank M. White (eq. 348 on page 113). Cheers, Oliver 

May 11, 2011, 05:57 
Re: Poiseuille flow for Rectangular Annulus

#3 
New Member
arunima
Join Date: Oct 2009
Posts: 4
Rep Power: 8 
Thanks Oliver for quick response,
The flow is highly viscous(laminar). I am refering second edition "VISCOUS FLUID FLOW" by Frank M. White. In my book, the analytical solution for rectangular section is given (eq. 348 on page 120). Does new edition give solution for hollow rectangular flow? Can you please forward the solution to my mailid arunimamukherjee1989@gmail.com. I was thinking velocity profile be integrated twice to give flow rate. First along zdirection, a1 to a2 second along ydirection, b1 to b2 considering symmetry along yaxis and zaxis. But stuck what should "a" & "b" be in the formula. like should be max or min.(a1 or a2). Please help. 

May 11, 2011, 06:10 

#4 
Super Moderator
Oliver Gloth
Join Date: Mar 2009
Location: Todtnau, Germany
Posts: 116
Rep Power: 9 
Can you please clarify what you mean with "hollow rectangular flow"? I thought it was the flow through a rectangular pipe  i.e. exactly what eq. 348 describes. Btw. I have edition 3, but I assume it is the same formula. In my book the flowrate Q is given as a function of the pressure gradient. I'll scan the page and send it to you.


May 11, 2011, 06:42 

#5 
New Member
arunima
Join Date: Oct 2009
Posts: 4
Rep Power: 8 
Hello Oliver,
I am looking for flow rate or pressure drop equation for Hollow Rectangular Section means something like rectangular annulus. I have attached the photo of my domain. Please find the same. Can you please help me in deriving the equation for flow for this type of section. Is my methodology right which I posted earlier. Thanks 

May 11, 2011, 08:23 

#6 
Super Moderator
Oliver Gloth
Join Date: Mar 2009
Location: Todtnau, Germany
Posts: 116
Rep Power: 9 
my fault  should have read your original post more carefully. It depends a bit on what is your objective; if you absolutely need an analytical formulation it will be quite difficult I guess. Otherwise you can try the hydraulic diameter approach. As a start you can take a circular annulus for which you have an analytical solution in the book. Then compare that solution with the hydraulic diameter approach and decide if the error is acceptable for you or not.


May 11, 2011, 10:43 

#7 
New Member
arunima
Join Date: Oct 2009
Posts: 4
Rep Power: 8 
Hello Oliver,
Even from my side there was data loss during communicating. Actually I need to calculate pressure drop throughout our product. I have formulas for other section, whereas for this section I find none. My section is similar to *.jpg file. I need to read hydraulic diameter concept. I would calculate error and update you. In between if I have any doubts I would ask you. Please help. Hearty thanks for your kind support. 

May 18, 2016, 02:48 
rectangular annular

#8 
New Member
jenan
Join Date: May 2016
Posts: 1
Rep Power: 0 
Hello every body
I need to know how can I make a discretization fod the Governing differntial equation using FDM with marching technique for fully developed viscous flow inside rectangular annular 

Thread Tools  
Display Modes  


Similar Threads  
Thread  Thread Starter  Forum  Replies  Last Post 
flow over a cylinder urgent!  kevin  FLUENT  8  August 11, 2015 13:00 
Poiseuille flow in dsmcFoam  alberto  OpenFOAM Running, Solving & CFD  0  December 3, 2009 03:03 
mass flow in is not equal to mass flow out  saii  CFX  2  September 18, 2009 08:07 
Mass flow and UMom flow in CFX  Zhihua Xie  CFX  0  September 3, 2007 09:49 
transform navierstokes eq. to eulereq.  pxyz  Main CFD Forum  37  July 7, 2006 08:42 