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Waste Water Engineering

Waste Water Engineering
The sewer which resists sulphide corrosion, is

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

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

30 minutes
1 hour
1 hour and 30 minutes
2 hours

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Waste Water Engineering
Antisyphonage pipe is fitted

On manholes
At the end of septic tanks
With a W.'trap
At the beginning of sewer line

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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 0.01 mm
Less than 0.05 mm
Less than 0.1 mm

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Waste Water Engineering
For providing an Indian type W.C., the R.C.C. slabs in the toilet portion

Should be sunk by 20 cm
Should be sunk by 50 cm
Should be kept 20 cm above the adjacent portion
Need not be sunk

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Waste Water Engineering
For the survival of fish in a river stream, the minimum dissolved oxygen is prescribed

10 ppm
5 ppm
3 ppm
4 ppm

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