Difference between revisions of "TUFLOW Message 1991"
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|alt_msg=WARNING 1991 - ",a,": Negative depth at Node ",a,": "," y =",f7.2," Bed =",f7.2," dh = | |alt_msg=WARNING 1991 - ",a,": Negative depth at Node ",a,": "," y =",f7.2," Bed =",f7.2," dh = | ||
|type=[[WARNING]] | |type=[[WARNING]] | ||
| − | |message_desc= | + | |message_desc=Numerical solution has resulted in a negative depth at 1D node. This indicates that the model is unstable in this area. There are a number of possible reason for this to occur, the most common are:<br> |
| − | |suggestions= | + | Incorrect bed levels upstream or downstream;<br> |
| + | A large change in cross-sectional area;<br> | ||
| + | Very steep channel entering a gently or advers grade channel;<br> | ||
| + | Sudden change in flow area (for example a culvert width entered in mm not m, 1200 not 1.2); | ||
| + | Issues with 1D/2D linking (incorrect use of Z flag on culvert inlet / outlet); | ||
| + | To high a timestep; and<br> | ||
| + | Low nodal area.<br><br> | ||
| + | For a more detalied description on identify the start of instability please see Section 8.1.3 Tips for an Unhealthy 1D Domain and Section 8.1.4 Tips for Unhealthy 1D/2D Links of the TUFLOW manual (reference for 2010 version). | ||
| + | |suggestions=Identify start of instability and cause of instability and fix! See references above for guidance. | ||
|discussion_page=* [[Talk:TUFLOW Message 1991|Discuss Message 1991]] | |discussion_page=* [[Talk:TUFLOW Message 1991|Discuss Message 1991]] | ||
|link3='' | |link3='' | ||
Revision as of 10:25, 4 February 2011
TUFLOW Message
WARNING 1991 - ",a,": Negative depth at Node ",a,": "," y =",f7.2," Bed =",f7.2," Iter =
Alternate Message
WARNING 1991 - ",a,": Negative depth at Node ",a,": "," y =",f7.2," Bed =",f7.2," dh =
Message Type
WARNING
Description
Numerical solution has resulted in a negative depth at 1D node. This indicates that the model is unstable in this area. There are a number of possible reason for this to occur, the most common are:
Incorrect bed levels upstream or downstream;
A large change in cross-sectional area;
Very steep channel entering a gently or advers grade channel;
Sudden change in flow area (for example a culvert width entered in mm not m, 1200 not 1.2);
Issues with 1D/2D linking (incorrect use of Z flag on culvert inlet / outlet);
To high a timestep; and
Low nodal area.
For a more detalied description on identify the start of instability please see Section 8.1.3 Tips for an Unhealthy 1D Domain and Section 8.1.4 Tips for Unhealthy 1D/2D Links of the TUFLOW manual (reference for 2010 version).
Suggestions
Identify start of instability and cause of instability and fix! See references above for guidance.
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