c.coulet
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1973-12-20
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Parc technologique Europarc
25 Avenue Léonard de Vinci -
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You and TELEMAC-MASCARET
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Employees using TELEMAC-MASCARET in your organisation
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Employees using TELEMAC-MASCARET in your department
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Use of TELEMAC-MASCARET since
01/01/1999 -
Type of modelling
Flows in Rivers and canals
Flows around coastal / underwater structures
Coastal & Estuarial tidal flows
Energy extraction
Tracer dispersion
3D thermal / saline extractions and discharges
Sediment transport / muds
Reservoir flushing
Morphodynamics / sands
Combined muds and sands
Water quality / Oil spill
Regional / Continental models
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Application
Shipping and navigation
Coast evolution and management
Coastal flooding and protection
Dam breaches and disaster planning
Freshwater (river/lake) management
Flooding
Flash floods and urban inundation planning
Water and reservoir management
Water quality and flushing management
Environmental impact assessment
Renewable energy resource assessment
Climate change
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Experience with ARTEMIS
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Experience with MASCARET
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Experience with SISYPHE
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Experience with TELEMAC-2D
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Experience with TELEMAC-3D
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Experience with TOMAWAC
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Other tools
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Parallel
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Operating system
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Virtual environment
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Model size - Typical
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Model size - Extreme
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- Member since
- Tuesday, 03 March 2009 22:30
- Last online
- 3 weeks ago
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c.coulet replied to the topic 'tide at the downstream boundary and the flood at the upstream' in the forum.Hi
This could be interesting for you to spend time to read the documentation.
Your first boundary is the river where you apply the real tide...
The second boundary is the tide but didn't apply the tide
The problem of dry boundaries error message has been answered many times in this forum, use the search engine.
Read More...3 weeks ago -
c.coulet replied to the topic 'coupling with telemac2d' in the forum.Hi
Really strange if the same Tomawac computation gives so different results with and without coupling.
The main difference is in the water level (used to compute wave propagation). As you have tide in your Telemac model, did you check how the water level is in comparison to the fix level choose for Tomawac alone simulation.
Another effect could be linked to currents but with less effet I think.
Regards
Read More...3 weeks ago -
Esposito thanked c.coulet in topic How to impose a constant boundary spectrum from a specific time frame4 weeks ago -
c.coulet replied to the topic 'How to impose a constant boundary spectrum from a specific time frame' in the forum.Hi
I think this is not already possible with only using keywords in the steering file.
You should use the user fortran capabilities to do that.
Use the bnd_spectra.f file and adapt it to fix the interpolation subject and only use 1 time step...
Hope this helps
Read More...4 weeks ago -
c.coulet replied to the topic 'Telemac 3D / Waqtel - Thermal gradient in a lake' in the forum.Hi
I don't see a particular reason but I'm not a specialist.
This is maybe a particular point to investigate
Regards
Read More...4 weeks ago -
c.coulet replied to the topic 'Wetting and drying in a lake model with water level fluctuations' in the forum.As an answer to your last question, I would reverse the question to how the discharges are known and not the level.
Measuring a water level is easy and simple contrary to the measure of a discharge.
I don't have any simple answer to give you a solution to such problems. probably different options should be explore: use sources instead of boundary, modifying locally the geometry of the outlet (lowering local bathymetry to create a pool will reduce velocities) ...
Hope this helps
Read More...1 month ago -
Mustermann thanked c.coulet in topic Wetting and drying in a lake model with water level fluctuations1 month ago -
Mustermann thanked c.coulet in topic Wetting and drying in a lake model with water level fluctuations1 month ago
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c.coulet replied to the topic 'Bed Load Transport Output with MORFAC' in the forum.Hi
This has been pointed last week as an issue on the gitlab of Telemac-Mascaret.
Have a look on it
Regards
Read More...2 months ago -
Hi
If you also read the forum rules, you will see that you should use the latest version of Telemac...
For your questions:
1) To use the weir law, you should have solid boundaries
2) the numbering in you example is ok but you should take the number from the conlim file
Last but not least, you probably should add one node on each lateral side of the boundary to ensure to have two separate liquid boundaries in the computation
Read More...3 months ago -
c.coulet replied to the topic 'decomposing with METIS' in the forum.Hi
Splitting 30k nodes mesh into more than 20 shouldn't be a problem for telemac...
Could you detail the errors encountered in partel step?
Regards
Read More...4 months ago -
c.coulet replied to the topic 'Unable to see the element number for the negative determinant' in the forum.No files
Fine mesh means more precision...
Did you make you analysis on the slf file?
Sometimes rounding truncation could leads to this problem
Hope this helps
Read More...4 months ago -
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c.coulet replied to the topic 'Create simple geometry in Blue Kenue' in the forum.Nice work Alan!
As I was at the origin of this demand (long time ago), and as I don't see the option in the screen shot, I hope there is always the possibility to rotate the simple geometry...
This leads me to a more basic and maybe stupid question but how you explain the difference between length/width 1000/1 and 1/1000 as for me is the same object with only 90° rotation
Regards
Read More...5 months ago -
mourad thanked c.coulet in topic Reading Meteo Variables from SELAFIN for Telemac2D–Tomawac Coupling6 months ago
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c.coulet replied to the topic 'Reading Meteo Variables from SELAFIN for Telemac2D–Tomawac Coupling' in the forum.Hi
In full coupling, the wind is given by telemac2d to tomawac to ensure consistency so no need to add something to tomawac...
Regards
Read More...6 months ago
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