Compute the discharge rate (cfs) of a uniform flow in a 6 ft diameter brick pipe. The pipe is partially full, and the depth of flow is 4 ft, and longitudinal slope is 20%: 1.0 0. a Oull 0.6- 0.4 0.2- 0.00 0.25 0.50 0.76 1.00 1.25 Proporton of Full Flow Value Figure 4-3. Hydraulic Properties of Circular Pipe Manning Roughness Coefficient (n) Conduit Reinforced Concrete Pipe (RCP) Vitrified Clay Pipe 0.013 0.014 Cast-Iron Pipe (Uncoated) 0.013 Steel Pipe 0.011 Brick 0.017 Cast-In-Place Concrete Pipe Rough Wood Forms Smooth Wood or Steel Forms 0.017 0.014 Relative Flow Depth (d/D)

Compute the discharge rate (cfs) of a uniform flow in a 6 ft diameter brick pipe. The pipe is partially full, and the depth of flow is 4 ft, and longitudinal slope is 20%: 1.0 0. a Oull 0.6- 0.4 0.2- 0.00 0.25 0.50 0.76 1.00 1.25 Proporton of Full Flow Value Figure 4-3. Hydraulic Properties of Circular Pipe Manning Roughness Coefficient (n) Conduit Reinforced Concrete Pipe (RCP) Vitrified Clay Pipe 0.013 0.014 Cast-Iron Pipe (Uncoated) 0.013 Steel Pipe 0.011 Brick 0.017 Cast-In-Place Concrete Pipe Rough Wood Forms Smooth Wood or Steel Forms 0.017 0.014 Relative Flow Depth (d/D)

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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