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Define the Approach Velocity
Typical problems have negligible approach velocity. v1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the velocity of the flow falling over the top of the weir plate (nappe).
A city is trying to decide which of two traffic devices to install. Device A costs $1000 and has useful life of five years. Device A can be expected to result in $300 savings annu
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