(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

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
Problem 17P
icon
Related questions
Question
(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
Expert Solution
steps

Step by step

Solved in 2 steps with 4 images

Blurred answer
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning