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Waste Water Engineering

Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Raising low lying areas by dumping
Neither A nor B
Both A and B
Concreting

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Waste Water Engineering
Self-cleansing velocity is

Velocity at dry weather flow
Velocity of water at flushing
Velocity at which no accumulation remains in the drains
Velocity of water in a pressure filter

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Waste Water Engineering
If a 2% solution of sewage sample is incubated for 5 days at 20°C and the dissolved oxygen depletion was found to be 8 mg/l. The BOD of the sewage is

400 mg/l
100 mg/l
200 mg/l
300 mg/l

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Waste Water Engineering
Lead caulked joints are used for laying

G.I. pipes
I. pipes
Stone ware pipes
Earthenware pipes

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Waste Water Engineering
At the junction of sewers

Top of smaller sewer is kept lower
None of these
Top of larger sewer is kept lower
Tops of both the sewers are at the same level

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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

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

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