Compute for the discharge on the sewer pipe
Problem
A circular concrete sewer pipe with coefficient of roughness n = 0.013 is 1.60 m in diameter and flowing half-full has a slope of 4 m per 5 km. Compute the discharge on the sewer pipe in cubic meter per second.
| A. 3.456 | C. 1.190 |
| B. 2.674 | D. 4.324 |
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