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Waste Water Engineering

Waste Water Engineering
If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, is

1.39 m
1.49 m
1.59 m
1.69 m

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Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1075 mm
1065 mm
1095 mm
1045 mm

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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
If a paper moistened with lead acetate for five minutes when placed in manhole turns black. The sewer certainly contains

Carbon dioxide
Methane
Oxygen
Hydrogen sulphide

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Waste Water Engineering
Chlorination of water is done for the removal of

Bacterias
Suspended solids
Sediments
Hardness

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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

0.15 cumec
0.10 cumec
0.12 cumec
0.20 cumec

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