Revision as of 23:45, 25 May 2021 view source Tuflowduncan (talk \| contribs) Bureaucrats, Administrators 1,219 edits →Introduction ← Older edit		Revision as of 23:47, 25 May 2021 view source Tuflowduncan (talk \| contribs) Bureaucrats, Administrators 1,219 edits →Losses Newer edit →
Line 83: ===Example 1 - Entry Losses=== Entry losses are applied as an exit loss on the incoming conduit and are calculated as follows. [[File:K entry.PNG]] <br> Line 107 ⟶ 106: From table 1, we can see that K<sub>m</sub> is set to 1. A<sub>p</sub> and A’<sub>m</sub> are 1m<sup>2</sup> and 3.636m<sup>2</sup> respectively. Therefore, K<sub>exit</sub> is: [[File:K exit1.PNG]] Figure X3 shows that the calculated value matches ~~that~~those provided in the TUFLOW results. The value is also reported as the first value for the downstream conduit in the _TSL_P.shp layer. ===Example 1 - Outgoing Conduit Losses=== Line 118 ⟶ 117: [[File:K outletpipe1.PNG]] This matches the value within Figure x3 and the middle value for the downstream conduit in the _TSL_P.shp, representing the outlet conduit losses, of 3. ==Example 2: Single Incoming/Outgoing Conduit with Incoming Bend and Drop in Invert Levels==

1D Manholes: Difference between revisions