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Waste Water Engineering

Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

16 m
20 m
24 m
30 m

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

2
4
1.5
3

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Waste Water Engineering
Aerobic bacterias

All of these
Consume organic matter as their food
Flourish in the presence of free oxygen
Oxidise organic matter in sewage

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

All listed here
Main sewers
Branch sewers
Trunk sewers

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Waste Water Engineering
‘Cowl’ is provided at

Lower end of ventilating column
Upper end of ventilating column
First step in manhole
Upper end of the manhole

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Waste Water Engineering
In a city the ratio of the drainage to sewage is 20, the percentage discharge passing through non-monsoon periods, is

5
10
15
20

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