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Waste Water Engineering

Waste Water Engineering
The formula V = (1/n) r2/3

Chezy’s formula
Bazin’s formula
Kutter’s formula
Manning’s formula

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Waste Water Engineering
The first stage of neutral process of sludge digestion, is

Acid regression
None of these
Alkaline fermentation
Acid fermentation

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Waste Water Engineering
The sewer which transports the sewage to the point of treatment, is called

Branch sewer
Out-fall sewer
House sewer
Main sewer

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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
0.05556 cumec
0.0556 cumec
0.05554 cumec

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Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Greater than 0.1 mm
Less than 0.1 mm
Less than 0.05 mm
Less than 0.01 mm

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

3.5 m
4 m
4.5 m
3 m

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