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(Manning equation) (a) Determine the maximum flowrate possible for the creek shown in the figure below if it is not to overflow onto the floodplain. The creek bed drops an average of 5.11 ft/half-mile of length. (b) Determine the flowrate during a flood if the depth is 8 ft. Light brush floodplain Clear, straight 8 ft 4 ft (a) i 50 ft 7 ft channel 6 ft Pasture floodplain -5 ft 80 ft ft³/s (b) i ft³/s 8 ft

(Manning equation) (a) Determine the maximum flowrate possible for the creek shown in the figure below if it is not to overflow onto the floodplain. The creek bed drops an average of 5.11 ft/half-mile of length. (b) Determine the flowrate during a flood if the depth is 8 ft. Light brush floodplain Clear, straight 8 ft 4 ft (a) i 50 ft 7 ft channel 6 ft Pasture floodplain -5 ft 80 ft ft³/s (b) i ft³/s 8 ft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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(Manning equation) (a) Determine the maximum flowrate possible for the creek shown in the figure below if it is not to overflow onto the floodplain. The creek bed drops an average of 5.11 ft/half-mile of length. (b) Determine the flowrate during a flood if the depth is 8 ft. Light brush floodplain Clear, straight 8 ft 4 ft (a) i 50 ft 7 ft channel 6 ft Pasture floodplain -5 ft 80 ft ft³/s (b) i ft³/s 8 ft
Transcribed Image Text:(Manning equation) (a) Determine the maximum flowrate possible for the creek shown in the figure below if it is not to overflow onto the floodplain. The creek bed drops an average of 5.11 ft/half-mile of length. (b) Determine the flowrate during a flood if the depth is 8 ft. Light brush floodplain Clear, straight 8 ft 4 ft (a) i 50 ft 7 ft channel 6 ft Pasture floodplain -5 ft 80 ft ft³/s (b) i ft³/s 8 ft
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