Difference between revisions of "TUFLOW Message 2998"

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|alt_msg=NA
 
|alt_msg=NA
 
|type=[[ERROR]]
 
|type=[[ERROR]]
|message_desc=Model unstable.
+
|message_desc=Model unstable. The model has gone unstable in the 2D domain.  There are a varieties of reasons that a TUFLOW model may go unstable in the 2D, these can include:<br>
|suggestions=????
+
* Poor topography data
 +
* Inappropriate timestep
 +
* Poorly configured external boundary
 +
* Poorly configured 1D/2D model interface
 +
|suggestions=Import the messages layer in to your GIS package.  A negative depth can be caused by a number of things, look at the '''_zpt_check''' file to see if there is a steep change in topography, the '''uvpt_check''' shows the Manning's n value at each cell side. Check this roughness suitable.<br>
 +
A negative depth can also be caused by a badly behaving boundary condition nearby, check if this is occurring near a boundary.  This can be 1D/2D, a external 2d (such as a HQ boundary) or a 2D/2D boundary.<br>
 +
View the velocity vectors prior to the message are the flow patterns realistic.<br>
 
|discussion_page=* [[Talk:TUFLOW Message 2998|Discuss Message 2998]]
 
|discussion_page=* [[Talk:TUFLOW Message 2998|Discuss Message 2998]]
 
|link3=''
 
|link3=''

Revision as of 11:48, 15 January 2014

TUFLOW Message
ERROR 2998 - Model unstable at time ",a,".

Alternate Message
NA

Message Type
ERROR

Description
Model unstable. The model has gone unstable in the 2D domain. There are a varieties of reasons that a TUFLOW model may go unstable in the 2D, these can include:

  • Poor topography data
  • Inappropriate timestep
  • Poorly configured external boundary
  • Poorly configured 1D/2D model interface

Suggestions
Import the messages layer in to your GIS package. A negative depth can be caused by a number of things, look at the _zpt_check file to see if there is a steep change in topography, the uvpt_check shows the Manning's n value at each cell side. Check this roughness suitable.
A negative depth can also be caused by a badly behaving boundary condition nearby, check if this is occurring near a boundary. This can be 1D/2D, a external 2d (such as a HQ boundary) or a 2D/2D boundary.
View the velocity vectors prior to the message are the flow patterns realistic.


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