A rectangular channel of 5 m has a depth of 1.5 m. The slope of bed ch...
Problem Statement
A rectangular channel with a width of 5 m and a depth of 1.5 m has a slope of 1 in 1500. The objective is to increase the discharge to its maximum by changing the dimensions of the section while keeping the area of cross-section, slope of the bed, and roughness of the channel constant. Determine the new dimensions of the channel and the increase in discharge.
Solution
Given,
- Width of the rectangular channel (b) = 5 m
- Depth of the rectangular channel (d) = 1.5 m
- Slope of the bed (S) = 1/1500
- Area of cross-section (A) = constant
- Roughness of the channel = constant
Step 1: Calculation of the existing discharge
The existing discharge (Q) can be calculated using the Manning's equation as follows:
Q = (1/n) x A x (R^(2/3)) x S^(1/2)
where,
- n = Manning's roughness coefficient
- A = b x d = 5 x 1.5 = 7.5 m^2
- R = A/P = A/(b+2d) = 7.5/(5+2x1.5) = 1.071 m
Assuming a Manning's roughness coefficient of 0.03 for the channel, the existing discharge can be calculated as follows:
Q = (1/0.03) x 7.5 x (1.071^(2/3)) x (1/1500)^(1/2) = 1.093 m^3/s
Step 2: Calculation of the new dimensions of the channel
Assuming that the area of cross-section is constant after changing the dimensions of the channel, the new dimensions can be calculated as follows:
A = b x d = constant = 7.5 m^2
Let the new width of the channel be (b1) and the new depth be (d1).
Therefore, b1 x d1 = 7.5
Solving for d1, we get:
d1 = 7.5/b1
Substituting the value of d1 in the Manning's equation, we get:
Q = (1/n) x b1 x (7.5/b1) x ((b1+2(7.5/b1))/3)^(2/3) x (1/1500)^(1/2)
Simplifying the equation, we get:
Q = (7.5/2.303) x ((b1^2)/(b1+15))^(2/3)
To maximize the discharge, we need to differentiate the