An alluvial channel is carrying a discharge of 5 m³/s at a bed slope of 1 in 1400. The velocity of the channel as per Kennedy's method was found to be 0.5 m/s. If the critical velocity ratio and manning's constant 'n' are 1.4 and 0.019 respectively, then the depth of the flow in channel (in meters) is
An alluvial channel is carrying a discharge of 5 m³/s at a bed slope of 1 in 1400. The velocity of the channel as per Kennedy's method was found to be 0.5 m/s. If the critical velocity ratio and manning's constant 'n' are 1.4 and 0.019 respectively, then the depth of the flow in channel (in meters) is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![An alluvial channel is carrying a discharge of 5 m³/s at a bed slope of 1 in
1400. The velocity of the channel as per Kennedy's method was found to be
0.5 m/s. If the critical velocity ratio and manning's constant 'n' are 1.4 and
0.019 respectively, then the depth of the flow in channel (in meters) is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F608df138-e34d-495f-ba2f-dbb62d4a98e2%2Fbc4a06e9-ba79-4485-8a0a-52ab88160e17%2Fhliyqwa_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An alluvial channel is carrying a discharge of 5 m³/s at a bed slope of 1 in
1400. The velocity of the channel as per Kennedy's method was found to be
0.5 m/s. If the critical velocity ratio and manning's constant 'n' are 1.4 and
0.019 respectively, then the depth of the flow in channel (in meters) is
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