Difficulty: Easy
Correct Answer: All of the above
Explanation:
Introduction / Context:
For circular channels (like sewers and tunnels) operating partially full in steady uniform flow, hydraulic efficiency is maximized when geometric proportions create the greatest discharge for a given roughness and slope. The “most economical section” minimizes wetted perimeter for a given area (or equivalently maximizes hydraulic radius R = A/P), which directly influences discharge via Manning or Chezy equations.
Given Data / Assumptions:
Concept / Approach:
For a circular section, the best hydraulic condition occurs at a specific depth ratio y/D (not necessarily running full). Classical derivations using calculus on A(θ) and P(θ) with θ as half central angle lead to standard proportionalities for the optimum: y/D ≈ 0.94–0.95, R ≈ 0.286 D, and characteristic wetted perimeters with respect to D and y. These relations are widely used as design thumb rules.
Step-by-Step Solution:
Verification / Alternative check:
Using Manning’s Q ∝ A R^(2/3) S^(1/2), maximizing Q for fixed S and n reduces to maximizing A R^(2/3). Differentiation with respect to θ for a circular segment yields the listed numerical factors, all consistent with standard hydraulics handbooks.
Why Other Options Are Wrong:
Common Pitfalls:
Final Answer:
All of the above
Discussion & Comments