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Waste Water Engineering

Waste Water Engineering
Chlorination of water is done for the removal of

Suspended solids
Bacterias
Hardness
Sediments

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Waste Water Engineering
The effluent of a septic tank is

As good as that from a complete treatment
Foul and contains dissolved and suspended solids
None of these
Fit for discharge into any open drain

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Waste Water Engineering
The sewage treatment in septic tanks is due to

None of these
Aerobic decomposition
Parasitic decomposition
Anaerobic decomposition

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Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

8 to 10 mm
5 to 8 mm
3 to 5 mm
2 to 3 mm

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Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.5
0.55
0.45
0.6

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

Frubling
Lloyd Davis
All listed here
Kinchling

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