A trapezoidal channel has side slopes of 1 horizontal to 2 vertical and the slope of the bed is 1 in 2000. The area of the section is 42 m². Find the dimensions of the section if it is most economical. Determine the discharge of the most economical section if C = 60.

Most Economical Trapezoidal Channel Design

Problem Statement

A trapezoidal channel has side slopes of 1 horizontal to 2 vertical and the slope of the bed is 1 in 2000. The area of the section is 42 m². Find the dimensions of the section if it is most economical. Determine the discharge of the most economical section if C = 60.

Given Data & Constants

  • Side slope = 1 Horizontal to 2 Vertical. Let \(n\) be the horizontal part for a 1-unit vertical drop, so \(n = 1/2 = 0.5\).
  • Bed slope, \(i = 1 \text{ in } 2000 = \frac{1}{2000}\)
  • Area of section, \(A = 42 \, \text{m}^2\)
  • Chezy's constant, \(C = 60\)

Solution

1. Conditions for a Most Economical Trapezoidal Section

For a trapezoidal channel to be most economical, two conditions must be met:

  1. Half of the top width is equal to the length of one sloping side: \( \frac{B + 2nd}{2} = d\sqrt{1+n^2} \)
  2. The hydraulic mean depth is half the depth of flow: \(m = d/2\)

We will use these conditions to find the dimensions.

2. Find the Dimensions of the Section (B and d)

First, use the first condition to find a relationship between the bed width (B) and the depth (d).

$$ \frac{B + 2(0.5)d}{2} = d\sqrt{1+(0.5)^2} $$ $$ \frac{B + d}{2} = d\sqrt{1.25} \approx 1.118d $$ $$ B + d = 2.236d \implies B = 1.236d $$

Now substitute this relationship into the formula for the area of a trapezoid.

$$ A = (B + nd)d $$ $$ 42 = (1.236d + 0.5d)d = 1.736d^2 $$ $$ d^2 = \frac{42}{1.736} \approx 24.1935 $$ $$ d = \sqrt{24.1935} \approx 4.92 \, \text{m} $$ $$ B = 1.236 \times 4.92 \approx 6.08 \, \text{m} $$

3. Determine the Discharge (Q)

Using the second condition for an economical section, we find the hydraulic mean depth.

$$ m = \frac{d}{2} = \frac{4.92}{2} = 2.46 \, \text{m} $$

Now we use Chezy's formula to find the velocity and then the discharge.

$$ V = C \sqrt{m \cdot i} = 60 \times \sqrt{2.46 \times \frac{1}{2000}} $$ $$ V = 60 \times \sqrt{0.00123} \approx 60 \times 0.03507 \approx 2.104 \, \text{m/s} $$ $$ Q = A \times V = 42 \, \text{m}^2 \times 2.104 \, \text{m/s} \approx 88.37 \, \text{m}^3/\text{s} $$
Final Results:

The most economical dimensions are: Bed Width (B) \( \approx 6.08 \, \text{m} \), Depth (d) \( \approx 4.92 \, \text{m} \)

The discharge of the section is: \( Q \approx 88.37 \, \text{m}^3/\text{s} \)

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