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Waste Water Engineering

Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

4.0 m
3.0 m
1.0 m
2.0 m

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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 use of coarse screens for the disposal of sewage, may be dispensed with by

Neither A nor B
Shredder
Both A and B
Comminutor

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Waste Water Engineering
Acid regression stage of sludge digestion at a temperature 21°C extends over a period of

90 days
30 days
15 days
60 days

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Waste Water Engineering
The disintegrating pump in which solid matter is broken up before passing out, is

Pneumatic ejector
Centrifugal pump
Reciprocating pump
None of these

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Waste Water Engineering
In sewage having fully oxidised organic matter, the nitrogen exists in the form of

Aluminoid nitrogen
Free ammonia
Nitrites
Nitrates

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