Manhole Simple Loss Example: Difference between revisions
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===Example 1 - Exit Losses===
Exit losses are applied to the upstream end of the outgoing conduit and are calculated as follows:<br> [[File:K exit.PNG]]<br>
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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:<br> [[File:K exit1.PNG]]▼
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▲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 3 shows that the calculated value matches 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.
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