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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
24 m
30 m
16 m

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.5 D
1.75 D
1.15 D
1.25 D

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

None of these
Anaerobic bacteria
Aerobic bacteria
Both types of bacterias

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Waste Water Engineering
In sewers designed with self cleansing velocity,

Both silting and scouring occur at the bottom
The bottom is silted
Neither silting nor scouring occurs at the bottom
The bottom is scoured

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Waste Water Engineering
The detention period for plain sedimentation water tanks, is usually

24 to 36 hours
16 to 24 hours
8 to 16 hours
4 to 8 hours

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Waste Water Engineering
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.75 m/sec
0.50 m/sec
0.60 m/sec
0.70 m/sec

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