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TOPIC: Strange results! water on top of embankment

Strange results! water on top of embankment 10 years 10 months ago #11690

  • Rho
  • Rho's Avatar
Hello,

I really do not understand how I get the results on the attached file...How is it possible to have water at the top of the hill?

Thanks in advance for your help.

Best regards,

Rho
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Strange results! water on top of embankment 10 years 10 months ago #11691

  • riadh
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Hello

This is a well known problem that some people call often "numerical pump". This is caused mainly by a loose discretization of a dyke combined with some choices of wetting algorithms. To ovoid such kind of strange behaviour you can:
1- use the key-word THRESHOLD DEPTH FOR RECEDING PROCEDURE = a small positive value. and in such case Telemac will trigger the receding procedure.
2- refine the dyke discretization and ensure that the top of this latter has a bathymetry shape is reesented as a "chineese hat" with at least 3 points (one high node in the middle of two lower ones).
You can also combine these two solutions.

I hope that this helps

With my best regards
Riadh
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Strange results! water on top of embankment 10 years 10 months ago #11692

  • Rho
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Ok Thanks a lot!
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Strange results! water on top of embankment 10 years 9 months ago #12078

  • StefanoOdapS
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Hello,

how does it works the command THRESHOLD FOR RECEDING PROCEDURE?
Is required to generate the levees by the Channel Mesh in BK?
if I do not do this, as does Telemac2d to recognize the highest point?

Best Regards,

Stefano
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Strange results! water on top of embankment 10 years 9 months ago #12079

  • jmhervouet
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Hello,

This topic has already been treated a few times. The receding procedure is triggered by the keyword THRESHOLD FOR RECEDING PROCEDURE, you can tune it from 0 to a few centimeters, this is the emergency procedure. The right action is to discretize a levee with a sufficient number of points.

Regards,

JMH
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