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Waste Water Engineering

Waste Water Engineering
In a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is

5
20
15
10

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Waste Water Engineering
The normal value of over flow rates for plain primary sedimentation tanks, ranges between

25,000 to 35,000 litres/sqm/day
80,000 to 100,000 litres/sqm/day
40,000 to 50,000 litres/sqm/day
50,000 to 60,000 litres/sqm/day

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Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/3
D/2
D/1
D/4

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Waste Water Engineering
1000 kg of sewage contains

0.225 kg in solution
0.112 kg in solution
0.112 kg in suspension
Both A and C of above

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

Pneumatic ejector
Reciprocating pump
None of these
Centrifugal pump

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Waste Water Engineering
The small sewers are cleaned by

None of these
Flushing
Cane rodding
Wooden pills

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