TELEMAC-MASCARET Forum: Problems with weirs (1/1)

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TOPIC: Problems with weirs

Problems with weirs 11 years 6 months ago #8784

mimeaul

Hello,

I'm trying to modelize a flow trough four pools linked by three weirs.
It seems that the weirs don't work: the water doesn't go from a pool to another.

Could you have a look on the files ?
Here are the files I put :
geometry file
boundary conditions file
weirs data file
case file
liquid cases file

Thank you
Regards,

File Attachment:

File Name: geo.slf
File Size: 274 KB

File Attachment:

File Name: BC.cli
File Size: 83 KB

File Attachment:

File Name: seuils.txt
File Size: 1 KB

File Attachment:

File Name: cas.txt
File Size: 4 KB

File Attachment:

File Name: cas_liq.txt
File Size: 8 KB

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Problems with weirs 11 years 6 months ago #8786

c.coulet OFFLINE Moderator Posts: 3722 Thank you received: 1031	Hi Is there a difference on the water level on each side of the weir? You have a constant initial elevation so q=0 seems to be logical. Keep in mind that you should have water on both side of weir to allow the imposition of the discharge computed through the weir regards
	Christophe The administrator has disabled public write access.