New stress computation for non-cohesive sediment + diffusive-dispersive transport + Brush&Wolman validation case
Reference issue
None
Description
This MR is related to the developments proposed by IMFT/MFEED :
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A new scheme for effective stress computation for non-cohesive sediment is available with the following keyword (activated by default) :
FROUDE SCHEME FOR EFFECTIVE STRESS = TRUE
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Diffusion for suspension have been corrected with new diffusive-dispersive law and associated coefficients :
SAND DIFFUSIVE COEFFICIENT = 0.0
SAND DISPERSION COEFFICIENT = 0.0
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New validation case Brush & Wolman
Checklist
All Merge Requests:
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Update NEWS.txtto describe your changes. -
Run compile_telemac.py --checkto check FORTRAN coding conventions. -
Run pylintto check Python coding conventions. -
If you added new files, run compile_telemac.py --clean --rescanand commit the updatedcmdffile(s) accordingly. -
Run compile_telemac.py --cleanfor both normal and debug configurations. -
Run validate_telemac.pyfor both normal and debug configurations. -
Run validate_telemac.py --notebookfor both normal and debug configurations. -
Run doc_telemac.pyif there are any modifications in the documentation. -
Run damocles.py --eficasif there are any modifications in the dictionaries.
In addition, for a new feature:
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Check that your feature works in both serial and parallel modes. -
Add at least one test case to check the functionality (with documentation, graphics and VnV script) -
Update the documentation for the module in which your feature will be available.
Edited by Pierre Horgue