1D Manholes: Difference between revisions
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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<
[[File:Vm1.PNG]]
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And V<
[[File:VP1.PNG]]
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[[File:K entry1.PNG]]
The value matches the downstream loss coefficient for the upstream conduit shown in Figure X. The loss values are also shown in the *_tsl.shp file with the third value for the upstream conduit providing the entrance loss value.
=Storage chambers=
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