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Waste Water Engineering

Waste Water Engineering
5 days-biochemical oxygen demand (BOD5) is taken at a temperature of

15°C
20°C
25°C
0°C

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Waste Water Engineering
The detention period for plain sedimentation water tanks, is usually

4 to 8 hours
8 to 16 hours
24 to 36 hours
16 to 24 hours

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Both A. and B.
With beds of rocks and gravels
Lined with stones
Neither A. nor B.

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Waste Water Engineering
Dry water flow in a combined sewer, is

Inclusive of domestic and industrial sewage but excludes storm water
Storm water
Industrial sewage
Domestic sewage

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

500 litres/km/cm
1500 litres/km/cm
1000 litres/km/cm
2000 litres/km/cm

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

4
3
1.5
2

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