CFD Online Logo CFD Online URL
www.cfd-online.com
[Sponsors]
Home > Forums > Software User Forums > Siemens > STAR-CCM+

How to define the porous inertial resistance and viscous resistance of porous media?

Register Blogs Community New Posts Updated Threads Search

Reply
 
LinkBack Thread Tools Search this Thread Display Modes
Old   June 27, 2012, 01:54
Question How to define the porous inertial resistance and viscous resistance of porous media?
  #1
New Member
 
Aaron Gao
Join Date: Jun 2012
Posts: 3
Rep Power: 14
pinfan143 is on a distinguished road
hello everyone


I have two questions about porous media. can you help me? thanks a lot.
1. How to define the porous inertial resistance and viscous resistance of porous media? what value can I use to input in ccm+?



for example. I know air flux ,pressure drop and the shape of the porous media.


(1). A cuboid, the thickness is c, and the Flow direction is thickness direction ,then i can use excel to analog polynomial curve: y=aX˛+bX.(y=static pressure drop,X= flow velocity)


(2). A cylinder, the thickness is c, and the flow direction is along radial direction form out to the inner. Of course i can use excel to analog polynomial curve: y=aX˛+bX.


but what can i do the next?


2. You know when I calculate the flow velocity, I need to use the air flux to divide by section area. It is very easy to gain the section area in cuboid model, but what about the cylinder??

Last edited by pinfan143; June 27, 2012 at 02:22.
pinfan143 is offline   Reply With Quote

Old   June 28, 2012, 04:33
Default
  #2
Senior Member
 
siara817's Avatar
 
siamak rahimi ardkapan
Join Date: Jul 2010
Location: Copenhagen, Denmark
Posts: 220
Rep Power: 18
siara817 is on a distinguished road
Usually the resistances are in the order of thousands, except for the direction that the fluid can move easier ( for example in the case of filter, the resistance will be in the order of 10). good luck
siara817 is offline   Reply With Quote

Old   July 6, 2012, 19:24
Default
  #3
Senior Member
 
Join Date: Oct 2009
Location: Germany
Posts: 636
Rep Power: 22
abdul099 is on a distinguished road
For the cylinder, I would use the average velocity as long as there is no huge difference between min and max velocity. So when you divide the volume flow rate by some cross sectional area, use the mantle area of a cylinder with the mean radius.
Calculate a and b and put it in the region values. For the radial direction of a cylinder, you might create a cylindrical coordinate system first.
When you don't want to allow a flow in axial or tangential direction, put a maximum of 1000 times the resistance in radial direction. Otherwise it might get unstable.
__________________
We do three types of jobs here:
GOOD, FAST AND CHEAP
You may choose any two!
abdul099 is offline   Reply With Quote

Old   July 10, 2012, 01:15
Default
  #4
New Member
 
Aaron Gao
Join Date: Jun 2012
Posts: 3
Rep Power: 14
pinfan143 is on a distinguished road
Quote:
Originally Posted by abdul099 View Post
For the cylinder, I would use the average velocity as long as there is no huge difference between min and max velocity. So when you divide the volume flow rate by some cross sectional area, use the mantle area of a cylinder with the mean radius.
Calculate a and b and put it in the region values. For the radial direction of a cylinder, you might create a cylindrical coordinate system first.
When you don't want to allow a flow in axial or tangential direction, put a maximum of 1000 times the resistance in radial direction. Otherwise it might get unstable.
Thank you very much. your reply is so important and precious to me.
pinfan143 is offline   Reply With Quote

Old   July 19, 2015, 17:06
Default
  #5
New Member
 
Join Date: Dec 2014
Posts: 3
Rep Power: 11
sahra is on a distinguished road
Hi
I'm trying to model vegetation as 3D porous media. As I am an architecture, have some queries, hope someone can help me out.


Is there any relationship between pressure drop and pressure loss coefficient?
I do not know how to set these two parameters in fluent: Viscous resistance coefficients and Inertial resistance. How can I get these?


Thanks.
sahra is offline   Reply With Quote

Old   July 21, 2015, 12:52
Default
  #6
Senior Member
 
Matt
Join Date: Aug 2014
Posts: 947
Rep Power: 18
fluid23 is on a distinguished road
sahra, I have a spreadsheet I can share. send me a private message with your email address.
fluid23 is offline   Reply With Quote

Reply


Posting Rules
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are On
[IMG] code is On
HTML code is Off
Trackbacks are Off
Pingbacks are On
Refbacks are On


Similar Threads
Thread Thread Starter Forum Replies Last Post
Multiphase Porous Media Flow - Convergence Issues VT_Bromley FLUENT 8 May 30, 2024 03:59
viscous resistance coefficients in Porous media choyong FLUENT 9 December 15, 2014 21:01
UDF for viscous resistance for porous media with time variable benson621 Fluent UDF and Scheme Programming 2 November 24, 2011 12:59
Viscous and Inertial Resistance in Porous Media aulu FLUENT 0 September 14, 2011 06:21
how to calculate the viscous and inertial resistance coefficients? omurakbayir FLUENT 1 November 22, 2010 23:36


All times are GMT -4. The time now is 17:33.