- A moderately sinuous curved trapezoidal cha carrying a discharge of Q-35 m³/s. The long permissible velocity of 1.6 m/s Note: Use the free board depth of 0.5 m. a) Design the channel based on permissible the ratio of Boly b) Check if the design in section a) is close c) Design the channel based on the mos discharge and the ratio of Boy

Structural Analysis
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Chapter2: Loads On Structures
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3- A moderately sinuous curved trapezoidal channel with a sandy-loam bed material (n = 0.022)
carrying a discharge of Q-35 m³/s. The longitudinal slope of the channel is S, = 0.001 with a
permissible velocity of 1.6 m/s
Note: Use the free board depth of 0.5 m.
a) Design the channel based on permissible velocity method. Report the total discharge and
the ratio of Boly
b)
Check if the design in section a) is close to the most efficient hydraulic section
c) Design the channel based on the most efficient hydraulic section. Report the total
discharge and the ratio of Boy
Transcribed Image Text:3- A moderately sinuous curved trapezoidal channel with a sandy-loam bed material (n = 0.022) carrying a discharge of Q-35 m³/s. The longitudinal slope of the channel is S, = 0.001 with a permissible velocity of 1.6 m/s Note: Use the free board depth of 0.5 m. a) Design the channel based on permissible velocity method. Report the total discharge and the ratio of Boly b) Check if the design in section a) is close to the most efficient hydraulic section c) Design the channel based on the most efficient hydraulic section. Report the total discharge and the ratio of Boy
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