I need solution steps. with 20 mm of average particle diameter. Taking, n=0.02, So=0.0015, z=2, andProblem 9.4: An unlined canal will be designed in slightly rounded coarse gravel20 mm of average particle diameter. Taking, n=0.02, So=0.0015, z=2, and3F1000 kgf/m²,al determine whether or not a discharge of 5 m²/s will cause scour in this canal if=1.8 m.h) if scour occurs in part a when b=1.8 m, determine the required value of bwhich can be safely taken to carry Q=5 m³/s.Answer: a) scour occursb) b=3.7 m.

An unlined trapezoidal channel Manning's constant, n=0.02 Slope of channel bed, So=0.0015 Side slope…

Problem 9.4: An 20 mm of average particle diameter. Taking, n-0.02, So-0.0015, z=2, and will be designed in slightly rounded coarse gravel F1000 kgf/m, l determine whether or not a discharge of 5 m'/s will cause scour in this canal if b=1.8 m. b) if scour occurs in part a when b=1.8 m, determine the required value of b which can be safely taken to carry Q=5 m³/s.

Problem 9.4: An 20 mm of average particle diameter. Taking, n-0.02, So-0.0015, z=2, and will be designed in slightly rounded coarse gravel F1000 kgf/m, l determine whether or not a discharge of 5 m'/s will cause scour in this canal if b=1.8 m. b) if scour occurs in part a when b=1.8 m, determine the required value of b which can be safely taken to carry Q=5 m³/s.

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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