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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

1.49 m
1.69 m
1.39 m
1.59 m

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Waste Water Engineering
Aerobic bacterias

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

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Waste Water Engineering
The sewer which resists sulphide corrosion, is

Brick sewer
R.C. sewer
Cast iron sewer
Lead sewer

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Waste Water Engineering
Which one of the following part of human body withstands minimum radiation?

Kidneys
Ovaries/testis
Eyes
Thyroid

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Waste Water Engineering
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is

0.05552 cumec
0.0556 cumec
0.05556 cumec
0.05554 cumec

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Waste Water Engineering
The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by

Crimp and Bruges
Kutter
Bazin
William-Hazen

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