20 cm diameter sewer with invert slope of 1 in 500 is running full. Calculate the rate of flow in the sewer Compare the velocity with self-cleansing velocity. Assume Manning's n = 0.012. Assume, average size of solids to be 1 mm.
20 cm diameter sewer with invert slope of 1 in 500 is running full. Calculate the rate of flow in the sewer Compare the velocity with self-cleansing velocity. Assume Manning's n = 0.012. Assume, average size of solids to be 1 mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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20 cm diameter sewer with invert slope of 1 in 500 is running full. Calculate the rate of flow in the sewer Compare the velocity with self-cleansing velocity. Assume Manning's n = 0.012. Assume, average size of solids to be 1 mm.

Transcribed Image Text:20 cm diameter sewer with
invert slope of 1 in 500 is
running full. Calculate the rate
of flow in the sewer Compare
the velocity with self-cleansing
velocity. Assume
Manning's n = 0.012. Assume,
average size of solids to
be 1 mm.
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