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Waste Water Engineering

Waste Water Engineering
In sewage, the solids in mg per litre is

100 to 500
1500 to 2000
1000 to 1500
500 to 1000

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Waste Water Engineering
The spacing of bars for perforations in coarse screens used for the treatment of sewage, is

50 mm
20 mm
30 mm
40 mm

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Waste Water Engineering
The settlement velocity of a solid (diameter 0.5 mm, specific gravity 1.75) in water having temperature 10°C, is

313.5 cm/sec
413.5 cm/sec
213.5 cm/sec
500 cm/sec

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Waste Water Engineering
In a trickling filter

Biological action is used
Neither A nor B
Filtration process is used
Both A and B

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Waste Water Engineering
With self cleansing velocity in sewers

Both silting and scouring occur at bottom
Silting occurs at bottom
Neither silting nor scouring occurs at bottom
Scouring occurs at bottom

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Thrice the average demand
Twice the average demand
Four times the average demand
Average demand

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