design a vcp gravity flow sewer main starting at the intersection of 2nd and f streets and ending at the intersection of 1st and c streets (figure below). prepare a sewer design table similar to that shown in example 19-2. use the following assumptions: minimum invert depth is 3.0 m and minimum velocity of flow = 0.6 m/s.

design a vcp gravity flow sewer main starting at the intersection of 2

1.	design a vcp gravity flow sewer main starting at the intersection of 2nd and f streets and ending at the intersection of 1st and c streets (figure below). prepare a sewer design table similar to that shown in example 19-2. use the following assumptions: minimum invert depth is 3.0 m and minimum velocity of flow = 0.6 m/s.
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