1D Manholes: Difference between revisions
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This matches the value within Figure x and the middle value for the downstream conduit in the *_TSL_P.shp, representing the outlet conduit losses, of 3.
==Single Incoming/Outgoing Conduit with Incoming Bend and Drop in Invert Levels==
In this example, we will use the same simple setup but this time there is a 90 degree angle between the incoming and outgoing pipe as shown in the plan view in the figure below.
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[[File:Schematic 2.png]]
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'''Figure 4: Example Model 2 Network Schematic'''
There is also a drop between the invert elevation of the incoming and outgoing conduits as shown in the difference in invert levels in table 2 below and the long profile in figure 5 . All other model parameters were kept the same including boundary inflows.
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[[File:Long Profile 2.png]]
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'''Figure 5: Example Model 2 Long Profile'''
The resulting simulated losses are shown in the below figure.
===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_. Therefore, Vm equals:
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[[File:Vm2.PNG]]
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And V<sub>p</sub>:
[[File:Vp2.PNG]]
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From this:
[[File:K entry2.PNG]]
Which matches the value in figure x.
===Example 2 Exit Losses===
=Storage chambers=
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