Non-time-dependent results

eduvasfa · February 8, 2017, 09:06

Hi, I'm simulating a flood, I need to know how to get the result of the maximum flood in the entire topography. In Flowsight and Flow-3d I only obtain time-dependent results, in this case the result I need occurs at different times. Is there any way to generate this result ??

thanks for your help

bfox48 · February 8, 2017, 17:15

If you activate the "hydraulic data" there is a variable called maximum flow depth, which is what I think you want. You could also output your selected data to a time frequency so you can capture the flood wave moving through the domain. Using this result, you can post-process to find your max flood elevation at each location. This might result in a very large file size, so also look into using history probes if you only need to get the max elevations at a few locations.

February 8, 2017, 09:06	Non-time-dependent results	#1
eduvasfa New Member Eduardo Join Date: Oct 2015 Posts: 1 Rep Power: 0	Hi, I'm simulating a flood, I need to know how to get the result of the maximum flood in the entire topography. In Flowsight and Flow-3d I only obtain time-dependent results, in this case the result I need occurs at different times. Is there any way to generate this result ?? thanks for your help

Similar Threads
Thread	Thread Starter	Forum	Replies	Last Post
[solidMechanics] solidMechanics gear contact in rotation	nlc	OpenFOAM CC Toolkits for Fluid-Structure Interaction	3	January 11, 2015 07:41
dynamic Mesh is faster than MRF????	sharonyue	OpenFOAM Running, Solving & CFD	14	August 26, 2013 08:47
same geometry,structured and unstructured mesh,different behaviour.	sharonyue	OpenFOAM Running, Solving & CFD	13	January 2, 2013 23:40
Upgraded from Karmic Koala 9.10 to Lucid Lynx10.04.3	bookie56	OpenFOAM Installation	8	August 13, 2011 05:03
IcoFoam parallel woes	msrinath80	OpenFOAM Running, Solving & CFD	9	July 22, 2007 03:58

February 8, 2017, 17:15		#2
bfox48 New Member brian Join Date: Apr 2012 Posts: 25 Blog Entries: 1 Rep Power: 14	If you activate the "hydraulic data" there is a variable called maximum flow depth, which is what I think you want. You could also output your selected data to a time frequency so you can capture the flood wave moving through the domain. Using this result, you can post-process to find your max flood elevation at each location. This might result in a very large file size, so also look into using history probes if you only need to get the max elevations at a few locations.