Hypothetical velocity distribution in a horizontal channel

Reference no: EM1385200

The hypothetical velocity distribution in a horizontal, rectangular open channel is V=0.3y (m/s), where V is the velocity at a distance y (m) from the bottom of the channel. If the vertical depth of flow is 2 m and the width of the channel is 4 m, what are the maximum velocity, discharge, and mean velocity?

Reference no: EM1385200

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