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Waste Water Engineering

Waste Water Engineering
The design period in years for pumping plants, is

1
2 to 3
5 to 10
3 to 5

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Waste Water Engineering
In a fully mechanised composting plant, involves

Mechanized pulverising of refuse
Mechanized receipt
Mechanized segregation
All of these

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Waste Water Engineering
The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

0.12 cumec
0.10 cumec
0.20 cumec
0.15 cumec

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

Anaerobic bacteria
Aerobic bacteria
None of these
Both types of bacterias

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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

1.5
3
2
2.5

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Waste Water Engineering
The asbestos cement sewers are

All of these
Not structurally strong to bear large compressive stress
Light in weight
Susceptible to corrosion by sulphuric acid

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