The right and left water edges of a stream are 3.0 and 47.5 m respectively from an initial reference point . Verticals are located at distances 7.5, 12, 16.5, 21.5, 26.5, 31, 35.5, 40, and 44.5 m from the reference point. Depths of verticals are 0.6, 1.2, 1.4, 2.4, 2.6, 2.7, 2.5, 2.0, and 0.9 m. Mean velocities in the verticals are 0.2, 0.5, 0.7, 0.9, 0.9, 1.0, 1.1, 0.6, and 0.2 m/sec, respectively. Assuming that the discharge
The right and left water edges of a stream are 3.0 and 47.5 m respectively from an initial reference point . Verticals are located at distances 7.5, 12, 16.5, 21.5, 26.5, 31, 35.5, 40, and 44.5 m from the reference point. Depths of verticals are 0.6, 1.2, 1.4, 2.4, 2.6, 2.7, 2.5, 2.0, and 0.9 m. Mean velocities in the verticals are 0.2, 0.5, 0.7, 0.9, 0.9, 1.0, 1.1, 0.6, and 0.2 m/sec, respectively. Assuming that the discharge
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The right and left water edges of a stream are 3.0 and 47.5 m respectively from an initial reference point . Verticals are located at distances 7.5, 12, 16.5, 21.5, 26.5, 31, 35.5, 40, and 44.5 m from the reference point. Depths of verticals are 0.6, 1.2, 1.4, 2.4, 2.6, 2.7, 2.5, 2.0, and 0.9 m. Mean velocities in the verticals are 0.2, 0.5, 0.7, 0.9, 0.9, 1.0, 1.1, 0.6, and 0.2 m/sec, respectively. Assuming that the discharge in the end sections of the stream to be zero, determine the Average velocity of flow of the stream (m/sec)
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