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Line 84: <br> With other parameters defined in the section above. The calculated flow area in the manhole is 3.6m<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, V<sub>m</sub> equals:~~ Therefore, V<sub>m</sub> equals: ~~<br>~~ [[File:Vm1.PNG]] <br> And V<sub>p</sub>: ~~<br>~~ [[File:VP1.PNG]] <br> Using these in the K<sub>entry</sub> equation provides a loss coefficient of: ~~<br>~~ [[File:K entry1.PNG]] <br>

1D Manholes: Difference between revisions