Question: For a sewer line between two manholes, Q d e s = 0 . 2 5 m 3 s , V m i n =

For a sewer line between two manholes, Qdes=0.25m3s,Vmin=1ms, minimum cover =1.5m and ground surface slope =0.0005. The Manning roughness coefficient for the pipe is 0.012. Determine an appropriate diameter and slope for that sewer pipe.
For a sewer line between two manholes, Q d e s =

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