Problem 3. A 3 m wide channcl with a rectangular cross-scetion is carrving a flow withflow rate (Q = 9 m*/s and specific encrgy E = 2 m. What are the possible flow depths of thisflow and the corresponding velocities? Calculate the Froude mumber associated with cachflow deptlh.

Problem 3. A 3 m wide channel with a rectangular cross-soction is carrying a flow with flow rate (Q = 9 m*/s and specific energy E = 2 m. What are the possible flow depths of this flow and the corresponding velocities? Calculate the Froude mumber associated with cach flow depth.

Problem 3. A 3 m wide channel with a rectangular cross-soction is carrying a flow with flow rate (Q = 9 m*/s and specific energy E = 2 m. What are the possible flow depths of this flow and the corresponding velocities? Calculate the Froude mumber associated with cach flow depth.

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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Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

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Problem 3. A 3 m wide channcl with a rectangular cross-scetion is carrving a flow with
flow rate (Q = 9 m*/s and specific encrgy E = 2 m. What are the possible flow depths of this
flow and the corresponding velocities? Calculate the Froude mumber associated with cach
flow deptlh.

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