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Waste Water Engineering

Waste Water Engineering
As compared to fresh river water, sea water contains oxygen

10% less
10% more
20% less
20% more

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

Initial demand
First stage demand
All of these
Carbonaceous demand

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Waste Water Engineering
The self-cleansing velocity of water flowing through pipe lines, is

2 metres/sec
0.25 metre/sec
0.5 metre/sec
1 metre/sec

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Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

50 ppm
100 ppm
200 ppm
150 ppm

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

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

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Waste Water Engineering
Lead caulked joints are used for laying

I. pipes
Earthenware pipes
Stone ware pipes
G.I. pipes

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