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Waste Water Engineering

Waste Water Engineering
15 cumecs, the depth d and width are related by For drains up to

d = 0.2 B
B = 0.5 d
d = 0.5 B
B = 0.2 d

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Waste Water Engineering
The laying of sewers is done with

Theodolite
Level
Magnetic compass
Clinometer

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Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

30 m
24 m
20 m
16 m

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Waste Water Engineering
For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by

Frubling
All listed here
Kinchling
Lloyd Davis

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Waste Water Engineering
Clogging of sewers, is caused due to

Low discharge
Greasy and oily matters
All of these
Silting

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Waste Water Engineering
For sewers, inverted siphon is provided for

Three pipes
Four pipes
Two pipes
One pipe

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