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Waste Water Engineering

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

250 ppm
225 ppm
200 ppm
None of these

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Waste Water Engineering
If the depletion of oxygen is found to be 2.5 mg/litre after incubating 2.5 ml of sewage diluted to 250 ml for 5 days at 20°C, B.O.D. of the sewage is

250 mg/l
50 mg/l
150 mg/l
100 mg/l

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Waste Water Engineering
The flow velocity in detritus tanks is

0.05 m/sec
1.25 m/sec
0.09 m/sec
None of these

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Waste Water Engineering
In a grit chamber of a sewage treatment plant,

Flow velocity 0.15 m to 0.3 m/sec is kept
Depth of 0.9 m to 1.20 m is kept
All of these
One minute of detention period is kept

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Waste Water Engineering
The normal values of over flow rates for secondary sedimentation tanks, ranges between

50,000 to 60,000 litres/sqm/day
80,000 to 10,000 litres/sqm/day
25,000 to 35,000 litres/sqm/day
40,000 to 50,000 litres/sqm/day

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Waste Water Engineering
The pH value of fresh sewage is usually

More than 7
Equal to 7
Less than 7
Equal to zero

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