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Waste Water Engineering

Waste Water Engineering
The flow velocity in detritus tanks is

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

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Waste Water Engineering
The recommended detention period for grit chambers is

1 minute
5 minutes
2 minutes
3 minutes

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

2 hours
1 hour
30 minutes
1 hour and 30 minutes

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Waste Water Engineering
The minimum recommended diameter of sewers, is

15 cm
5 cm
10 cm
20 cm

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Neither A nor B
Concreting
Raising low lying areas by dumping
Both A and B

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Waste Water Engineering
The pH value of sewage is determined with the help of

Turbid meter
Imhoff Cone
None of these
Potentiometer

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