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Waste Water Engineering

Waste Water Engineering
Primary treatment of sewage consists of removal of

Floating materials
Oil and grease
Large suspended organic solids
Sand and girt

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Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

200 ppm
225 ppm
250 ppm
None of these

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Waste Water Engineering
The rate of accumulation of sludge per person per year, is

20 litres
15 litres
10 litres
25 litres

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Waste Water Engineering
In a sedimentation tank (length L, width B, depth D) the settling velocity of a particle for a discharge Q, is

Q/L
Q/(B × D)
Q/(L × D)
Q/(B × L)

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Waste Water Engineering
Sewer pipes need be checked for

Maximum flow
None of these
Minimum flow
Both A and B

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Waste Water Engineering
If D is the diameter of a circular sewer and D’ is the top horizontal diameter of an equivalent egg shaped section, the relationship which holds good, is

D’ = 0.84 D
D’ = 0.74 D
D’ = 0.94 D
D’ = 0.64 D

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