Posts about intelliflow written by Eric Buruschkin and Stan.

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Upstream velocity:  calculated pipe max velocity us Mid-conduit velocity:  calculated pipe max velocity Downstream velocity:  calculated pipe max velocity ds

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Pipe velocity

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In the second screenshot the nodes and links downstream of the steep link result in the downstream water level for that link to be high. The downstream water level is high, and as a result the water level at the mid point of the conduit is high – the pipe is approx half full. The high water level at mid point leads to a high cross section area of flow in the pipe and hence a (comparitively) low velocity. The calculated maximum velocity for the link shown in this configuration is 5.83m/s

The velocity calculations for pipes at steep grades are sensitive to tailwater conditions (or to the water levels in the downstream node).

At EACH TIME STEP the Dynamic Drainage Engine performs the following calculations for each node and conduit in the network:

In the first screenshot below the tailwater level (the downstream water level) for the steep link is determined by 12d Model (using critical depth and normal depth equations). The downstream water level is low, and as a result the water level at the mid point of the conduit is low – the pipe is approx quarter full. The low water level at midpoint leads to a low cross section area of the flow in the pipe, and a hence a high velocity. The calculated maximum velocity for this link shown in this configuration is 9.05m/s

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Under open channel conditions (part-full pipe flow) , the mid-channel depth is the average of the upstream and downstream depths. The velocity will be different at the upstream, mid-conduit, and downstream ends of the conduit.

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