COMPLETE SOLUTION PLEASE with figure 1. What flow can be expected in a 1.2m wide rectangular, cement – lined channel (n = 0.015)laid on a slope of 4m in 10km, if the water flows 0.6m deep? Use Kutter's C.2. A trapezoidal canal section having side slope of 2H to 3V has a total depth of 1.5m. For amost efficient proportion, what is the required bottom width in meters?3. A rectangular flume 3m wide and 1.5m deep has a carrying capacity of 4.5 m³/s. If the samematerial were used for the most efficient trapezoidal section, by how much would thecarrying capacity increase in m3/s?

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Answered: 1. What flow can be expected in a 1.2m…

1. What flow can be expected in a 1.2m wide rectangular, cement - lined channel (n = 0.015) laid on a slope of 4m in 10km, if the water flows 0.6m deep? Use Kutter's C.

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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Question

COMPLETE SOLUTION PLEASE with figure

1. What flow can be expected in a 1.2m wide rectangular, cement – lined channel (n = 0.015)
laid on a slope of 4m in 10km, if the water flows 0.6m deep? Use Kutter's C.
2. A trapezoidal canal section having side slope of 2H to 3V has a total depth of 1.5m. For a
most efficient proportion, what is the required bottom width in meters?
3. A rectangular flume 3m wide and 1.5m deep has a carrying capacity of 4.5 m³/s. If the same
material were used for the most efficient trapezoidal section, by how much would the
carrying capacity increase in m3/s?

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