Revision as of 14:46, 18 July 2024 view source Emilie Nielsen (talk \| contribs) Administrators 6,125 edits No edit summary ← Older edit		Latest revision as of 09:41, 23 September 2024 view source Emilie Nielsen (talk \| contribs) Administrators 6,125 edits No edit summary
Line 3: \|alt_msg=NA \|type=[[CHECK]] \|message_desc=When applying the Engelhund loss approach for manholes (~~see~~refer ~~Section~~to 4the <u>[https://docs.5tuflow.~~2 of the 2010~~com/classic-hpc/manual/latest/ TUFLOW ~~manual~~Manual]</u>), 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>[https://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.

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