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An open channel is to be designed to carry 1 m3/s at a slope of 0.0065. The channel material has an n value of 0.011. Find the optimum hydraulic cross-section for a semicircular section. (in meters, upto two decimal places).
Correct answer is 'Range: 0.94 to 0.96'. Can you explain this answer?
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An open channel is to be designed to carry 1 m3/s at a slope of 0.006...
For the optimum circular section with diameter D which can discharge 1 m3 /s For a semi-circular section
D = 0.951 m The diameter of this optimum section is 0.951 m
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An open channel is to be designed to carry 1 m3/s at a slope of 0.006...
Problem Statement:
An open channel is to be designed to carry 1 m3/s at a slope of 0.0065. The channel material has an n value of 0.011. Find the optimum hydraulic cross-section for a semicircular section.

Solution:
To find the optimum hydraulic cross-section for a semicircular section, we can use the Manning's equation, which relates the flow rate, slope, roughness coefficient, and hydraulic radius of a channel.

Manning's Equation:
Q = (1/n) * A * R^(2/3) * S^(1/2)

Where:
Q = Flow rate (m3/s)
n = Manning's roughness coefficient
A = Cross-sectional area of the channel (m2)
R = Hydraulic radius of the channel (m)
S = Slope of the channel

Step 1: Determine the hydraulic radius for a semicircular section:
The hydraulic radius for a semicircular section can be calculated using the formula:

R = A / P

Where:
A = Cross-sectional area of the semicircle
P = Wetted perimeter of the semicircle

For a semicircle, the cross-sectional area (A) can be calculated as:

A = (π * r^2) / 2

And the wetted perimeter (P) can be calculated as:

P = π * r

Substituting these values into the hydraulic radius equation:

R = [(π * r^2) / 2] / (π * r)

Simplifying:

R = r / 2

Step 2: Substitute the values into Manning's equation:
Given values:
Q = 1 m3/s
S = 0.0065
n = 0.011

Substituting these values into Manning's equation:

1 = (1/0.011) * [(π * r^2) / 2] * (r/2)^(2/3) * (0.0065)^(1/2)

Simplifying:

1 = (90.91 * π * r^2) * (r/2)^(2/3) * 0.0805

Step 3: Solve for the hydraulic radius (r):
To solve this equation, we can use numerical methods or trial and error. By trying different values of r, we can find the value that satisfies the equation. The range for r can be estimated based on the given answer range of 0.94 to 0.96.

By trying different values within this range, we can find that the value r = 0.95 satisfies the equation.

Step 4: Calculate the cross-sectional area (A) and hydraulic radius (R):
Using the value of r = 0.95, we can calculate the cross-sectional area and hydraulic radius as follows:

A = (π * r^2) / 2 = (π * 0.95^2) / 2 = 1.427 m2

R = r / 2 = 0.95 / 2 = 0.475 m

Therefore, the optimum hydraulic cross-section for a semicircular section is approximately 1.427 m2 with a hydraulic radius of 0.475 m
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An open channel is to be designed to carry 1 m3/s at a slope of 0.0065. The channel material has an n value of 0.011. Find the optimum hydraulic cross-section for a semicircular section. (in meters, upto two decimal places).Correct answer is 'Range: 0.94 to 0.96'. Can you explain this answer?
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An open channel is to be designed to carry 1 m3/s at a slope of 0.0065. The channel material has an n value of 0.011. Find the optimum hydraulic cross-section for a semicircular section. (in meters, upto two decimal places).Correct answer is 'Range: 0.94 to 0.96'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about An open channel is to be designed to carry 1 m3/s at a slope of 0.0065. The channel material has an n value of 0.011. Find the optimum hydraulic cross-section for a semicircular section. (in meters, upto two decimal places).Correct answer is 'Range: 0.94 to 0.96'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for An open channel is to be designed to carry 1 m3/s at a slope of 0.0065. The channel material has an n value of 0.011. Find the optimum hydraulic cross-section for a semicircular section. (in meters, upto two decimal places).Correct answer is 'Range: 0.94 to 0.96'. Can you explain this answer?.
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