Hydraulics ENCE251: Uniform Flow in Open Channels | Study Material
Hydraulics Uniform Flow in Open Channels
Hydraulics ENCE251
Uniform Flow in Open Channels 8 hours | 8 marks

Hydraulics ENCE251: Uniform Flow in Open Channels

Chapter Information

Chapter 4: Uniform Flow in Open Channels (8 hours) – 8 marks

Course Code: ENCE251 – Hydraulics II Year II Part

Description: Comprehensive study material covering uniform flow in open channels including Chezy and Manning equations

Credit: KN Dulal

Detailed Syllabus with Mark Distribution

Chapter 4: Uniform Flow in Open Channels
8 hours
8 marks

4.1 Classification of open channel and geometric properties

4.2 Conditions for uniform flow (Expression for shear stress on the channel boundary)

4.3 Flow resistance equations (Chezy, Manning and Darcy-Weisbach equations and their relationships; Bazin and Kutter equations)

4.4 Manning’s roughness coefficient (Determination and factors affecting roughness)

4.5 Velocity distribution and profiles (Velocity distribution in rectangular, triangular, trapezoidal, and circular channel sections; velocity distribution coefficients)

4.6 Best hydraulic channel sections (Dimensions for rectangular, triangular, trapezoidal and circular sections)

4.7 Uniform flow computation (Conveyance, section factor, normal depth)

Handwritten Notes by KN Dulal

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