1D Manholes: Difference between revisions

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Recall that: [[File:Ktheta.PNG]]
 
With Qf calculated as: [[File:Qf.PNG]]
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Q<sub>p</sub> is set to 1m<sup>3</sup>s<sup>-1</sup> and Q<sub>om</sub> to 2m<sup>3</sup>s<sup>-1</sup>. Q<sub>f</sub> is equal to 0.5m<sup>3</sup>s<sup>-1</sup>. For the incoming conduit with an angle of 90 degrees, K<sub>θ</sub> is therefore: [[File:Ktheta2a.PNG]]
 
For the incoming conduit with an angle of 0 degrees, K<sub>θ</sub> is therefore: [[File:Ktheta2b.PNG]]
 
We also have a drop between the incoming and outgoing pipes. K<sub>drop</sub> which represents losses due to this drop is calculated as follows: [[File:Kdrop 2a.PNG]]
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and:[[File:Kdrop 2b.PNG]]
 
Therefore, K<sub>outletpipe</sub> is: [[File:K outletpipe3.PNG]]
 
The calculated value matches that presented in figure X for the downstream conduit loss.
 
=Storage chambers=