Question: A 2 4 - inch sewer line will experience 3 f t of head loss over the length of the pipe and additional foot of

24 -

inch sewer line will experience

3 f t

of head loss over the length of the pipe and additional foot of losses occur at the manhole joining to the upstream pipe. The water starts with a downstream total energy head of

200 f t .

The velocity of the water in the pipe is

8 f \frac{t}{s} .

The crown of the upstream pipe is at

195 f t .

Does this pipe design meet hydraulic gradient requirements?

A 2 4 - inch sewer line will experience 3 f t of

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