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Waste Water Engineering

Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1065 mm
1095 mm
1075 mm
1045 mm

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Waste Water Engineering
If the pH value of sewage is 7

It is alkaline
None of these
It is neutral
It is acidic

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

None of these
1 in 120
1 in 60
1 in 100

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Neither A. nor B.
Lined with stones
Both A. and B.
With beds of rocks and gravels

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Waste Water Engineering
The formula V = (1/n) r2/3

Kutter’s formula
Manning’s formula
Chezy’s formula
Bazin’s formula

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Waste Water Engineering
For drainage pipes in buildings the test applied before putting them to use, is

Smoke test
Straightness test
All listed here
Water test

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