Stationary water overflows from a reservoir over a broad crested spillway weir 5m wide. The spillway converges and terminates in a channel 3m wide the bed of which is 2m lower than the crest of the weir. Assuming critical flow over the crest and Cd = 1, determine the depth of the flow in the channel when the surface level of the reservoir is 0.2 m above the crest of the spillway
Stationary water overflows from a reservoir over a broad crested spillway weir 5m wide. The spillway converges and terminates in a channel 3m wide the bed of which is 2m lower than the crest of the weir. Assuming critical flow over the crest and Cd = 1, determine the depth of the flow in the channel when the surface level of the reservoir is 0.2 m above the crest of the spillway
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Stationary water overflows from a reservoir over a broad crested spillway weir 5m wide. The spillway converges and terminates in a channel 3m wide the bed of which is 2m lower than the crest of the weir. Assuming critical flow over the crest and Cd = 1, determine the depth of the flow in the channel when the surface level of the reservoir is 0.2 m above the crest of the spillway
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