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Waste Water Engineering

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

Frubling
Kinchling
Lloyd Davis
All listed here

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Waste Water Engineering
‘Cowl’ is provided at

Upper end of ventilating column
Upper end of the manhole
Lower end of ventilating column
First step in manhole

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Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.011
0.012
0.01
0.013

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

4.5 m
3.5 m
3 m
4 m

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Waste Water Engineering
Water content of sewage is about

0.9
0.95
0.99
0.999

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Waste Water Engineering
The liquid wastes from kitchens, bath rooms and wash basins, is not called

None of these
Sullage
Liquid waste
Sewage

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