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rectang mediah particle discha Suspended load is 2.8 mm. Use channel conveyance factor of 600 and u = 1.14 104). Determine the following: a) Chezy's Coefficient and D-W friction factor b) Bed slope (S.) required to be provided c) Critical flows: depth, velocity, slope and specific energy d) Normal flows: width, depth and mean velocity e) Reynolds number and Froude number and state their status ) Maximum specifie discharge and critical slope g) Comment on the applicability of Manning's Equation

rectang mediah particle discha Suspended load is 2.8 mm. Use channel conveyance factor of 600 and u = 1.14 104). Determine the following: a) Chezy's Coefficient and D-W friction factor b) Bed slope (S.) required to be provided c) Critical flows: depth, velocity, slope and specific energy d) Normal flows: width, depth and mean velocity e) Reynolds number and Froude number and state their status ) Maximum specifie discharge and critical slope g) Comment on the applicability of Manning's Equation

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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A rectangular channel carries a discharge of 45 m/s. The median particle diameter of the suspended load is 2.8 mm. Use channel conveyance factor of 600 and u = 1.14 104). Determine the following: a) Chezy's Coefficient and D-W friction factor b) Bed slope (S.) required to be provided c) Critical flows: depth, velocity, slope and specific energy d) Normal flows: width, depth and mean velocity e) Reynolds number and Froude number and state their status f) Maximum specific discharge and critical slope g) Comment on the applicability of Manning's Equation
Transcribed Image Text:A rectangular channel carries a discharge of 45 m/s. The median particle diameter of the suspended load is 2.8 mm. Use channel conveyance factor of 600 and u = 1.14 104). Determine the following: a) Chezy's Coefficient and D-W friction factor b) Bed slope (S.) required to be provided c) Critical flows: depth, velocity, slope and specific energy d) Normal flows: width, depth and mean velocity e) Reynolds number and Froude number and state their status f) Maximum specific discharge and critical slope g) Comment on the applicability of Manning's Equation
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