Difficulty: Easy
Correct Answer: 3 to 4 m/s
Explanation:
Introduction / Context:
Siphon-aqueducts convey drainage (or canal) water under pressure through barrels beneath another channel. Designers must limit velocity inside the barrels to balance economy with safety, avoiding excessive head loss, cavitation risk, abrasion, and structural vibration.
Given Data / Assumptions:
Concept / Approach:
In pressure conduits, head loss varies roughly with velocity squared via friction and minor-loss coefficients. Excessively low velocity enlarges barrel sizes uneconomically; too high velocity increases losses and erosion. A pragmatic range is therefore selected.
Step-by-Step Solution:
Select a velocity band that limits friction and wear yet keeps barrel sizes reasonable.Common manuals recommend ~3–4 m/s for RCC/finished surfaces with moderate sediment load.Thus the normally limited velocity in siphon-aqueduct barrels is 3 to 4 m/s.
Verification / Alternative check:
Compare with permissible velocities for concrete lined conduits in water-resources handbooks: values around 2.5–4 m/s are commonly adopted, with 3–4 m/s widely used for economic designs.
Why Other Options Are Wrong:
Common Pitfalls:
Ignoring minor losses at entries and bends; not accounting for sediment abrasion; selecting velocity solely on friction tables without constructability and maintenance considerations.
Final Answer:
3 to 4 m/s
Discussion & Comments