1D Manholes: Difference between revisions

Content deleted Content added
Line 138:
===Example 2 - Entry Losses===
 
In this example, the flow area in the manhole is 4.12m<sup>2</sup> and 1m<sup>2</sup> in the adjacent culvert whilst the flow is 2m<sup>3</sup>/s for both Q<sub>p</sub> and Q<sub>om</sub_sub>. Therefore, Vm equals:
Therefore, Vm equals:
<br>
[[File:Vm2.PNG]]
<br>