4.34. A lined rectangular concrete drainage channel is 10.0 m wide and carries a flow of 8 m³/s. In order to pass the flow under a roadway, the channel is contracted to a width of 6 m. Under design conditions, the depth of flow just upstream of the contraction is 1.00 m, and the con- traction takes place over a distance of 7 m. (: (d) If reducing the width of the constriction to 4.50 m influences the upstream depth, determine the new upstream depth.

Structural Analysis
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Chapter2: Loads On Structures
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4.34. A lined rectangular concrete drainage channel is 10.0 m
wide and carries a flow of 8 m³/s. In order to pass the
flow under a roadway, the channel is contracted to a
width of 6 m. Under design conditions, the depth of flow
just upstream of the contraction is 1.00 m, and the con-
traction takes place over a distance of 7 m. (:
(d) If reducing
the width of the constriction to 4.50 m influences the
upstream depth, determine the new upstream depth.
Transcribed Image Text:4.34. A lined rectangular concrete drainage channel is 10.0 m wide and carries a flow of 8 m³/s. In order to pass the flow under a roadway, the channel is contracted to a width of 6 m. Under design conditions, the depth of flow just upstream of the contraction is 1.00 m, and the con- traction takes place over a distance of 7 m. (: (d) If reducing the width of the constriction to 4.50 m influences the upstream depth, determine the new upstream depth.
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