Difficulty: Medium
Correct Answer: D/4
Explanation:
Introduction / Context:
Hydraulic mean depth (also called hydraulic radius) R = A / P is a key parameter in uniform flow computations (e.g., Manning or Chezy). For sections involving circular arcs, characteristic values of R are frequently used as approximations when side contributions are modest relative to the curved bottom.
Given Data / Assumptions:
Concept / Approach:
For a circular conduit running full and for a semicircular channel, R equals D/4. In many practical lined sections with circular bottoms, the effective hydraulic radius remains close to this characteristic value, especially when side area and perimeter contributions proportionally offset. Thus D/4 serves as a standard approximation used for preliminary checks.
Step-by-Step Solution:
1) Recall benchmark: semicircular section → R = D/4.2) Recognize that adding triangular sides increases both A and P.3) For many standard proportions, the resulting R remains close to D/4, which is accepted for preliminary design.
Verification / Alternative check:
Detailed computation of A and P for the exact geometry confirms values near D/4 for common canal proportions. Designers refine R using exact geometry once side slopes and depths are finalized.
Why Other Options Are Wrong:
Common Pitfalls:
Final Answer:
D/4.
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