Manhole Simple Loss Example: Difference between revisions
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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>.
Therefore, Vm equals:<br>
[[File:Vm2.PNG]]
<br>
And V<sub>p</sub>:<br>
[[File:Vp2.PNG]]
<br>
From this:<br>
[[File:K entry2.PNG]]
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