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Waste Water Engineering

Waste Water Engineering
Flocculated particles do not change their

Size
Weight
None of these
Shape

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

5 to 8 mm
8 to 10 mm
2 to 3 mm
3 to 5 mm

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Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

Carbonaceous demand
All of these
Initial demand
First stage demand

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Waste Water Engineering
The standard B.O.D. of water is taken for

2 days
5 days
3 days
1 day

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Waste Water Engineering
R.M.O. expenses include

Maintenance expenses
All of these
Operation expenses
Running expenses

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Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

Plateau
A heap
None of these
Windrow

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