TELEMAC-MASCARET Forum: Define cohesive and non-cohesive sediments area (1/1)

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TOPIC: Define cohesive and non-cohesive sediments area

Define cohesive and non-cohesive sediments area 8 years 3 months ago #23355

Norsazz
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Posts: 31
Thank you received: 9

Hi all,

Thanks to this post "sediment distribution" I can define multiple d50 by adding a variable into my geometry file.
Now I would like to do the same but with mixte sediment. I want to define area with 100% of non-cohesive ( AVAIL(I,J,1) = 1.D0) or 100% cohésive (AVAIL(I,J,2) = 1.D0).
I've input a variable into my geometry file (''MIX'' equals to 0 or 1 ,without unit).
Here are my questions
1 - This can be done into the ''INIT_COMPO_MIXTE'' ? Or I need to define the non cohesive area in ''INIT_COMPO'' and the cohesive into ''INIT_COMPO_COH'' and then the ''INIT_COMPO_MIXTE'' will read and computes the values I've input ?
2 - At line 237 of ''INIT_COMPO_MIXTE

IF(PRIVE%ADR%P%R(I).EQ.0.D0) THEN
ES_SABLE(I,J)=ES(I,J) /AVAIL(I,J,1) = 1.DO
ES_VASE(I,J)= 0 / AVAIL(I,J,2) = 0.D0 
ELSE 
ES_SABLE(I,J)=0 /AVAIL(I,J,1) = 0.DO
ES_VASE(I,J)= ES(I,J)/ AVAIL(I,J,2) = 1.D0

Is the idea correct ?

Thanks for help.
Bests regards,
P.N

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