Math Problem Statement

The quantity of water discharged over a rectangular weir is directly proportional

to the crest length and three-halves the power of the head (height of water above

the crest). If the rate of discharge over a weir having a crest length of 3 m and

the head of 0.70 m is 3.23 m3/second, find the rate of discharge over a weir having

a crest length of 6 m and a head of 1.4 m.

Solution

The quantity of water discharged over a rectangular weir is given by the formula:

Q=k×L×H3/2Q = k \times L \times H^{3/2}

Where:

  • QQ is the discharge rate (m³/second),
  • kk is a proportionality constant,
  • LL is the crest length (m),
  • HH is the head (height of water above the crest, m).

Step 1: Find the proportionality constant kk

From the given data, we have:

  • Crest length L=3mL = 3 \, \text{m},
  • Head H=0.70mH = 0.70 \, \text{m},
  • Discharge rate Q=3.23m3/sQ = 3.23 \, \text{m}^3/\text{s}.

Substitute the values into the formula:

3.23=k×3×(0.70)3/23.23 = k \times 3 \times (0.70)^{3/2}

First, calculate (0.70)3/2(0.70)^{3/2}:

(0.70)3/2=0.70×0.700.70×0.8367=0.5857(0.70)^{3/2} = 0.70 \times \sqrt{0.70} \approx 0.70 \times 0.8367 = 0.5857

Now, substitute:

3.23=k×3×0.58573.23 = k \times 3 \times 0.5857

Solve for kk:

k=3.233×0.5857=3.231.75711.84k = \frac{3.23}{3 \times 0.5857} = \frac{3.23}{1.7571} \approx 1.84

So, the proportionality constant kk is approximately 1.841.84.

Step 2: Find the discharge rate for the new weir

Now, we need to find the discharge rate for a weir with:

  • Crest length L=6mL = 6 \, \text{m},
  • Head H=1.4mH = 1.4 \, \text{m}.

Substitute the known values and the constant kk into the equation:

Q=1.84×6×(1.4)3/2Q = 1.84 \times 6 \times (1.4)^{3/2}

First, calculate (1.4)3/2(1.4)^{3/2}:

(1.4)3/2=1.4×1.41.4×1.1832=1.6565(1.4)^{3/2} = 1.4 \times \sqrt{1.4} \approx 1.4 \times 1.1832 = 1.6565

Now, substitute:

Q=1.84×6×1.6565Q = 1.84 \times 6 \times 1.6565

Q1.84×9.939=18.28m3/sQ \approx 1.84 \times 9.939 = 18.28 \, \text{m}^3/\text{s}

Final Answer:

The rate of discharge over the weir with a crest length of 6 m and a head of 1.4 m is approximately 18.28 m³/second.

Would you like further details on the steps or have any questions? Here are a few related questions:

  1. How do we calculate the discharge rate for different types of weirs, such as sharp-crested or broad-crested?
  2. What other factors can affect the discharge over a weir?
  3. How can we determine the value of kk for different weir conditions?
  4. Can the equation be applied to non-rectangular weirs? If so, how?
  5. What is the relationship between head and flow rate in a weir?

Tip: Always check if the units are consistent (e.g., length in meters, discharge in cubic meters per second) before plugging values into formulas!

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Math Problem Analysis

Mathematical Concepts

Proportionality
Exponentiation
Algebra
Geometry (Weirs)

Formulas

Q = k × L × H^(3/2)

Theorems

Direct proportionality
Exponentiation properties

Suitable Grade Level

Grades 10-12