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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).
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These days in Portugal is really difficult to get a job. So my question, is there any company that have online jobs in designing and calculating structures?
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Projection line is the way, in which the earth is made known on a flat piece of paper.
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