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Waste Water Engineering

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

Reciprocating pump
Pneumatic ejector
Centrifugal pump
Air pressure pump

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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

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

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Waste Water Engineering
Rate of flow of sewage is generally assumed

More than the rate of water supply
Less than the rate of water supply
At 150 litres per capita
Equal to the rate of water supply

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Waste Water Engineering
The arrangement made for passing the sewer line below an obstruction below the hydraulic gradient lines called

Depressed sewer
Inverted syphon
all of these
Sag pipe

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Waste Water Engineering
Fresh sewage may become stale in

Three to four hours
One hour
Two to three hours
Six hours

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

2.5 to 3.0 m/sec
3.5 to 4.5 m/sec
3.0 to 4.0 m/sec
4.5 to 5.5 m/sec

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