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Waste Water Engineering

Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Neither A nor B
Comminutor
Both A and B
Shredder

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Waste Water Engineering
Hume steel pipes are

Steel pipes
Steel shell coated from outside with cement mortar
Steel shell coated from inside with cement mortar
Both B and C

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Waste Water Engineering
A rainfall may be classified as acidic if its pH value is less or equal to

6.5
5
6
7

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Waste Water Engineering
The algae dies out in the zone of

Degradation
Recovery
Cleaner water
Active decomposition

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Waste Water Engineering
3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning of the test was 8 mg/l. After 5 day-incubation at 20°C, the D.O. concentration was 5 mg/l. The BOD of raw sewerage is

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

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Waste Water Engineering
The rate of accumulation of sludge in septic tanks is recommended as

30 litres/person/month
25 litres/person/month
30 litres/person/year
25 litres/person/year

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