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Waste Water Engineering

Waste Water Engineering
The rational formula for peak drainage discharge, was evolved by

All of these
Lloyd David
Fruhling
Kuichling

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Waste Water Engineering
In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

10
2
0.25
5

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

Suspended solids
Sediments
Bacterias
Hardness

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Waste Water Engineering
If the depletion of oxygen is found to be 2.5 mg/litre after incubating 2.5 ml of sewage diluted to 250 ml for 5 days at 20°C, B.O.D. of the sewage is

250 mg/l
50 mg/l
100 mg/l
150 mg/l

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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
2 to 3 mm
3 to 5 mm

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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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