A trapezoidal canal has a longitudinal slope of 1 %, side slopes of 3:1 (H:V), a bottom width of 10.0 ft, a Manning's n of 0.015X, and carries flow of 700 ft³/s. The depth of flow at a gaging station is observed to be 3.5 ft. X is the last digit of your ID. For example, if your ID is 0155497, the manning's n would be 0.0157. (1) What is the normal depth of flow in the channel? (2) What is the critical depth of flow in the channel? (3) Classify the slope of the channel and the water surface profile at the gaging station.
A trapezoidal canal has a longitudinal slope of 1 %, side slopes of 3:1 (H:V), a bottom width of 10.0 ft, a Manning's n of 0.015X, and carries flow of 700 ft³/s. The depth of flow at a gaging station is observed to be 3.5 ft. X is the last digit of your ID. For example, if your ID is 0155497, the manning's n would be 0.0157. (1) What is the normal depth of flow in the channel? (2) What is the critical depth of flow in the channel? (3) Classify the slope of the channel and the water surface profile at the gaging station.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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X in this situaiton is equal to (4), Please explain thoroughly and with clear answers
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