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Waste Water Engineering

Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.065
1.095
1.085
1.075

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Waste Water Engineering
The settlement velocity of a solid (diameter 0.5 mm, specific gravity 1.75) in water having temperature 10°C, is

413.5 cm/sec
500 cm/sec
213.5 cm/sec
313.5 cm/sec

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

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Waste Water Engineering
Design period of 40 to 50 years is adopted for

Branch sewers
Main sewers
All listed here
Trunk sewers

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Waste Water Engineering
The most widely used pump for lifting sewage is

Air pressure pump
Centrifugal pump
Pneumatic ejector
Reciprocating pump

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Waste Water Engineering
depends upon The Chezy’s constant C in the formula V = C

Size of the sewer
Roughness of sewer surface
Shape of the sewer
All listed here

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