If the side slope (Z-1), manning coefficient (n=0.017), Channel slope (So- 1/1200), and flow rate (Q=2.4 m³ /s). Determine the width of the channel (B) and water depth (D) for the most economical section.D(A)- Find out the missing storm precipitation data of station C given in the following table:StationA B C D E3.8 3.24.6 3.143 36 49 46Storm Precipitation (cm)Annual Normal Precipitation (cm)39....

Flow rate, Channel Slope, Mannings coefficient, NOTE According to company guidelines , i am able to…

If the side slope (Z-1), manning coefficient (n-0.017), Channel slope (So- 1/1200), and flow rate (Q- 2.4 m³/s). Determine the width of the channel (B) and water depth (D) for the most economical section. D

If the side slope (Z-1), manning coefficient (n-0.017), Channel slope (So- 1/1200), and flow rate (Q- 2.4 m³/s). Determine the width of the channel (B) and water depth (D) for the most economical section. 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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Concept explainers

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.

Question

If the side slope (Z-1), manning coefficient (n=0.017), Channel slope (So- 1/1200), and flow rate (Q=
2.4 m³ /s). Determine the width of the channel (B) and water depth (D) for the most economical section.
D
(A)- Find out the missing storm precipitation data of station C given in the following table:
Station
A B C D E
3.8 3.2
4.6 3.1
43 36 49 46
Storm Precipitation (cm)
Annual Normal Precipitation (cm)
39
....

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