Difference between revisions of "TUFLOW Message 1402"

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|alt_msg=NA
 
|alt_msg=NA
 
|type=[[CHECK]]
 
|type=[[CHECK]]
|message_desc=When applying the Engelhund loss approach for manholes (see Section 4.5.2 of the 2010 TUFLOW manual), if an incoming culvert enters above the obvert of the highest outlet, the culvert is not included in the manhole loss calculations.  If there is only 1 incoming pipe with the invert above the obvert of the outlet culvert, the incoming culvert is ignored and with no inlet culvert to the node a manhole is not possible.  See also point 48(b) in the <u>[https://www.tuflow.com/Download/TUFLOW/Releases/2012-05/Doc/TUFLOW%20Release%20Notes.2011-09%20and%202012-05.pdf release notes]</u>.
+
|message_desc=When applying the Engelhund loss approach for manholes (refer to the <u>[https://docs.tuflow.com/classic-hpc/manual/latest/ TUFLOW Manual]</u>), if an incoming culvert enters above the obvert of the highest outlet, the culvert is not included in the manhole loss calculations.  If there is only 1 incoming pipe with the invert above the obvert of the outlet culvert, the incoming culvert is ignored and with no inlet culvert to the node a manhole is not possible.  
 
|suggestions=Review the inverts on the culverts.  A point object in a "1d_mh" layer can be used to set the loss approach at each manhole.
 
|suggestions=Review the inverts on the culverts.  A point object in a "1d_mh" layer can be used to set the loss approach at each manhole.
  

Latest revision as of 09:51, 23 September 2024

TUFLOW Message
CHECK 1402 - More than one culvert connected but could not create manhole at Node <Node ID>

Alternate Message
NA

Message Type
CHECK

Description
When applying the Engelhund loss approach for manholes (refer to the TUFLOW Manual), if an incoming culvert enters above the obvert of the highest outlet, the culvert is not included in the manhole loss calculations. If there is only 1 incoming pipe with the invert above the obvert of the outlet culvert, the incoming culvert is ignored and with no inlet culvert to the node a manhole is not possible.

Suggestions
Review the inverts on the culverts. A point object in a "1d_mh" layer can be used to set the loss approach at each manhole.


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