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Waste Water Engineering

Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

20 m
16 m
30 m
24 m

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Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Horse shoe shaped
Parabolic shaped
Egg shaped
Circular shaped

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Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

100 cm
80 cm
50 cm
90 cm

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Waste Water Engineering
The sewer which collects the discharge from a collecting system and delivers it to a treatment plant, is known

Branch sewer
Sewer outfall
House sewer
Lateral sewer

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Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

75 to 80%
70 to 75%
0.85
65 to 70%

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Waste Water Engineering
Facultative bacteria survive in

Both cases A and B
The presence of oxygen
The absence of oxygen
Neither A nor B

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