Concept:
Specific energy in open channel flow is defined as:
\[
E = y + \frac{V^2}{2g}
\]
where:
• \(E\) = specific energy
• \(y\) = depth of flow
• \(V\) = velocity of flow
• \(g\) = acceleration due to gravity
The first term represents potential energy and the second term represents kinetic energy.
Step 1: Writing the given data.
Width of rectangular channel:
\[
b = 10 \, \text{m}
\]
Discharge:
\[
Q = 30 \, \text{m}^3/\text{sec}
\]
Depth of flow:
\[
y = 1.5 \, \text{m}
\]
Step 2: Calculating flow area.
For rectangular channel:
\[
A = by
\]
Substituting values:
\[
A = 10 \times 1.5
\]
\[
A = 15 \, \text{m}^2
\]
Step 3: Calculating velocity of flow.
Using discharge relation:
\[
Q = AV
\]
Thus:
\[
V = \frac{Q}{A}
\]
Substituting values:
\[
V = \frac{30}{15}
\]
\[
V = 2 \, \text{m/sec}
\]
Step 4: Calculating velocity head.
Velocity head:
\[
\frac{V^2}{2g}
\]
Substituting values:
\[
\frac{(2)^2}{2 \times 9.81}
\]
\[
=
\frac{4}{19.62}
\]
\[
= 0.204 \, \text{m}
\]
Step 5: Calculating specific energy.
\[
E = y + \frac{V^2}{2g}
\]
Substituting values:
\[
E = 1.5 + 0.204
\]
\[
E = 1.704 \, \text{m}
\]
Approximately:
\[
\boxed{
E \approx 1.70 \, \text{m}
}
\]
Step 6: Checking all options carefully.
Option (A):
Matches calculated value.
\[
\boxed{
\text{Option (A) is correct}
}
\]
Option (B):
Incorrect.
\[
\boxed{
\text{Option (B) is incorrect}
}
\]
Option (C):
Too small.
\[
\boxed{
\text{Option (C) is incorrect}
}
\]
Option (D):
Too large.
\[
\boxed{
\text{Option (D) is incorrect}
}
\]
Final Conclusion:
Specific energy of water is:
\[
\boxed{
1.70 \, \text{m}
}
\]
Hence the correct answer is:
\[
\boxed{
(A)
}
\]