Difference between revisions of "TUFLOW Message 1401"
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|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. See also point 48(b) in the <u>[http://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 (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. See also point 48(b) in the <u>[http://www.tuflow.com/Download/TUFLOW/Releases/2012-05/Doc/TUFLOW%20Release%20Notes.2011-09%20and%202012-05.pdf release notes]</u>. | ||
|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. | ||
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|prelink=[[TUFLOW_Message_1394|Message 1394]] | |prelink=[[TUFLOW_Message_1394|Message 1394]] | ||
|uplink=[[1xxx_TUFLOW_Messages|1xxx Messages]] | |uplink=[[1xxx_TUFLOW_Messages|1xxx Messages]] | ||
|nextlink=[[TUFLOW_Message_1402|Message 1402]] | |nextlink=[[TUFLOW_Message_1402|Message 1402]] | ||
}} | }} | ||
Revision as of 15:46, 5 July 2022
TUFLOW Message
CHECK 1401 - <x number> culvert(s) not used for determining losses at Manhole <Manhole ID>
Alternate Message
NA
Message Type
CHECK
Description
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. See also point 48(b) in the release notes.
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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