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Problem 1. A 5.5-m-wide rectangular channel has a flow depth of 0.72 m when carrying 27.70 m³/s at the bottom of a spillway. If a hydraulic jump forms, what would be the downstream depth and the jump head loss?

Problem 1. A 5.5-m-wide rectangular channel has a flow depth of 0.72 m when carrying 27.70 m³/s at the bottom of a spillway. If a hydraulic jump forms, what would be the downstream depth and the jump head loss?

Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
Problem 13P
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Problem 1. A 5.5-m-wide rectangular channel has a flow depth of 0.72 m when carrying 27.70 m³/s at the bottom of a spillway. If a hydraulic jump forms, what would be the downstream depth and the jump head loss?
Transcribed Image Text:Problem 1. A 5.5-m-wide rectangular channel has a flow depth of 0.72 m when carrying 27.70 m³/s at the bottom of a spillway. If a hydraulic jump forms, what would be the downstream depth and the jump head loss?
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