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Waste Water Engineering

Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Standard egg shaped
Parabolic shaped
Horse shoe shaped
Circular shaped

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Waste Water Engineering
The sewage discharge in a detritus tank of a treatment plant is 576 litres/sec with flow velocity of 0.2 m/sec. If the ratio of width to depth is 2, the depth is

120 cm
100 cm
150 cm
110 cm

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

3.5 years
5 years
3 years
4 years

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Waste Water Engineering
The flow velocity in detritus tanks is

0.05 m/sec
1.25 m/sec
0.09 m/sec
None of these

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Waste Water Engineering
If the flame of a miner’s safety lamp in a manhole extinguishes within 5 minutes, the sewer certainly contains

Methane
Hydrogen sulphide
Oxygen
Carbon dioxide

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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

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

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