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b) Using the conditions of best hydraulic trapezoidal section, design a rigid-boundary trapezoidal channel to carry discharge Q = 25 + (0.1* last two digits of your student ID) m/s. Take slope S 1/1500. Assume that bed and sides of the channel are lined with cement material. Assume reasonable data if required. %D

b) Using the conditions of best hydraulic trapezoidal section, design a rigid-boundary trapezoidal channel to carry discharge Q = 25 + (0.1* last two digits of your student ID) m/s. Take slope S 1/1500. Assume that bed and sides of the channel are lined with cement material. Assume reasonable data if required. %D

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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Ans only B Last two digit of id=030
a) i) Write down the design procedure of Permissible Velocity Method of channel design. ii) Sketch two practical lined channels, where one channel having Q greater than 55 m³/s and another having less than 55 m³/s. b) Using the conditions of best hydraulic trapezoidal section, design a rigid-boundary trapezoidal channel to carry discharge Q = 25 + (0.1* last two digits of your student ID) m/s. Take slope S = 1/1500. Assume that bed and sides of the channel are lined with cement material. Assume reasonable data if required. %3D
Transcribed Image Text:a) i) Write down the design procedure of Permissible Velocity Method of channel design. ii) Sketch two practical lined channels, where one channel having Q greater than 55 m³/s and another having less than 55 m³/s. b) Using the conditions of best hydraulic trapezoidal section, design a rigid-boundary trapezoidal channel to carry discharge Q = 25 + (0.1* last two digits of your student ID) m/s. Take slope S = 1/1500. Assume that bed and sides of the channel are lined with cement material. Assume reasonable data if required. %3D
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