1D Manholes: Difference between revisions

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Where:<br>
'''Q<sub>p</sub>''' = Flow in Conduit <br>
'''Q<sub>im</sub>''' = Total flow into manhole <br>
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<li>Single Incoming/Outgoing Pipe with incoming bend and drop in levels
<li>Multiple Incoming Pipes with incoming bend and drop in levels
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There is information located [http://www.tuflow.com/forum/index.php?/topic/1539-losses-for-j-type-manhole/#comment-3903 here] as to how TUFLOW calculates the default Engelund approach within junction "J" type manholes.
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