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Waste Water Engineering

Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

2
3
1.5
2.5

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Waste Water Engineering
The grit chambers of sewage treatment plants, are generally cleaned after

2 days
14 days
7 days
12 days

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Waste Water Engineering
Aerobic bacterias

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

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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
15
20
10

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Waste Water Engineering
The underground sewers are more subjected to

Compressive force
Bending force
Tensile force
Shearing force

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Waste Water Engineering
In 1000 kg of sewage, the total solids approximate

0.5 to 1.0 kg
5 kg to 7.5 kg
1 kg to 2.0 kg
7.5 kg to 10 kg

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