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Waste Water Engineering

Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.5 D
1.25 D
1.15 D
1.75 D

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Waste Water Engineering
If a 2% solution of sewage sample is incubated for 5 days at 20°C and the dissolved oxygen depletion was found to be 8 mg/l. The BOD of the sewage is

200 mg/l
400 mg/l
100 mg/l
300 mg/l

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Waste Water Engineering
¾th or ¼th extra space is left in sewer pipes at maximum discharge for

All listed here
Low estimates of the average and maximum flows
Large scale infiltration of storm water
Unexpected increase in population

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

1 hour
1 hour and 30 minutes
2 hours
30 minutes

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Waste Water Engineering
During preliminary treatment of a sewage

Floating materials are removed by screening
Oil and grease are removed from skimming tanks
All listed here
Girt and sand are removed by girt chambers

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Waste Water Engineering
In sewage, the solids in mg per litre is

500 to 1000
100 to 500
1000 to 1500
1500 to 2000

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