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Waste Water Engineering

Waste Water Engineering
The moisture content of sludge is reduced from 90% to 80% in a sludge digestion tank. The percentage decrease in the volume of sludge, is

0.5
0.1
0.05
0.25

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Waste Water Engineering
The design period in years for pumping plants, is

5 to 10
1
3 to 5
2 to 3

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Waste Water Engineering
Flocculated particles do not change their

Weight
Size
Shape
None of these

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Waste Water Engineering
In sewers designed with self cleansing velocity,

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

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Waste Water Engineering
The following is the physical characteristic of sewage

Odour
Turbidity
Colour
All listed here

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

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

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