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Line 165: This matches the simulated value in figure x. ==Example 3: Multiple Incoming Conduits with Incoming Bend and Drop in Invert Levels== In this example we have multiple incoming conduit. Each upstream conduit has a flow of 1m<sup>3</sup>s<sup>-1</sup> applied to it. [[File:Schematic 3.png]] <br> '''Figure 7: Example Model 3 Network Schematic''' <br> The conduits are the same shape and the same dimensions but have different invert levels as specified in the table below. All parameters for the manhole and other parts of the network are identical. ===Example 3 - Entry Losses=== This time the flow area in the manhole is 3.57m<sup>2</sup> and 1m<sup>2</sup> in the adjacent culvert whilst the flow is 1m<sup>3</sup>/s for Q<sub>p</sub> and 2m<sup>3</sup>s<sup>-1</sup> for Q<sub>om</sub>. Therefore, V<sub>m</sub> equals: ===Example 3 - Exit Losses=== =Storage chambers=

1D Manholes: Difference between revisions