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Waste Water Engineering

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

Trunk sewers
Main sewers
All listed here
Branch sewers

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Waste Water Engineering
The normal value of over flow rates for plain primary sedimentation tanks, ranges between

80,000 to 100,000 litres/sqm/day
40,000 to 50,000 litres/sqm/day
25,000 to 35,000 litres/sqm/day
50,000 to 60,000 litres/sqm/day

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Waste Water Engineering
The temperature affects the

Viscosity of sewage
All of these
Biological activity of bacteria in sewage
Solubility of gases in sewage

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Waste Water Engineering
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is

15 cm
18 cm
12 cm
10 cm

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Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

200 ppm
150 ppm
100 ppm
50 ppm

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Waste Water Engineering
A nuisance is experienced in diluting water if dilution factor is less than

60
100
20
40

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