Difference between revisions of "TUFLOW Message 2127"
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| Line 3: | Line 3: | ||
|alt_msg=NA | |alt_msg=NA | ||
|type=[[ERROR]] | |type=[[ERROR]] | ||
| − | |message_desc=Free overfall factor must be >0.5 and <=1. | + | |message_desc=Free overfall factor must be >0.5 and <=1. See [http://www.tuflow.com/Downloads/Dynamically%20Linked%202D%20and%201D%20Hydrodynamic%20Modelling,%20Syme,%201991.pdf Syme 1991] for details on free overfall factor. |
| − | |suggestions=??? | + | |suggestions=Set free overfall factor within valid range. wjs??? the 2010 manual says between 0.0 and 1, message above suggests 0.5 to 1. |
|discussion_page=* [[Talk:TUFLOW Message 2127|Discuss Message 2127]] | |discussion_page=* [[Talk:TUFLOW Message 2127|Discuss Message 2127]] | ||
|link3='' | |link3='' | ||
Revision as of 13:42, 15 February 2011
TUFLOW Message
ERROR 2127 - Free overfall factor must be >0.5 and <=1.
Alternate Message
NA
Message Type
ERROR
Description
Free overfall factor must be >0.5 and <=1. See Syme 1991 for details on free overfall factor.
Suggestions
Set free overfall factor within valid range. wjs??? the 2010 manual says between 0.0 and 1, message above suggests 0.5 to 1.
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