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Waste Water Engineering

Waste Water Engineering
Antisyphonage pipe is fitted

At the beginning of sewer line
On manholes
With a W.'trap
At the end of septic tanks

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Both A. and B.
Neither A. nor B.
Lined with stones
With beds of rocks and gravels

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Waste Water Engineering
The amount of oxygen consumed by the aerobic bacterias which cause the aerobic biological decomposition of sewage, is known

Bio-Chemical Oxygen Demand (B.O.D.)
Dissolved Oxygen (D.O.)
None of these
Chemical Oxygen Demand (C.O.D.)

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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

200 ppm
150 ppm
100 ppm
50 ppm

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Waste Water Engineering
Bottom openings 15 cm × 15 cm in the standing baffle wall are provided

30 cm c/c
22.5 cm c/c
50 cm c/c
15 cm c/c

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Waste Water Engineering
Depletion of ozone layer in the outer atmosphere may cause

Heart disorder
Lung cancer
Skin cancer
Bronchitis

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