CFD Online Logo CFD Online URL
www.cfd-online.com
[Sponsors]
Home > Forums > Software User Forums > ANSYS > FLUENT

Transport modelling of concentration in ponds

Register Blogs Community New Posts Updated Threads Search

Reply
 
LinkBack Thread Tools Search this Thread Display Modes
Old   December 6, 2004, 07:38
Default Transport modelling of concentration in ponds
  #1
Chimwemwe Banda
Guest
 
Posts: n/a
Hello guys,

I am trying to model the transport of rhodamine concetration in waste stabilisation ponds. I have used the "user defined scalar" and have included the convective term. My inlet boundary conditions are inlet velocity and specified scalar value of 1.

Outlet boundary conditions are pressure outlet of 0 value with scalar value of 0. I have not included the source term.

The results are not what I am expecting. Can anyone help how I can overcome my problem.

Regards,

Chimwemwe
  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
Modelling Biomass Combustion via Species Transport Racheal FLUENT 39 January 8, 2022 08:42
free oil spill transport modelling software Daniela & Delia Main CFD Forum 2 August 4, 2017 01:30
UDF for concentration transport equation heri FLUENT 1 August 15, 2011 12:23
Concentration modelling Peter Siemens 1 September 8, 2003 04:22
modelling tracer as UDS: too slow transport Bob FLUENT 0 March 12, 2003 13:25


All times are GMT -4. The time now is 11:02.