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Environmental Engineering

Environmental Engineering
The maximum efficiency of BOD removal is achieved in

Trickling filters
Oxidation pond
Aerated lagoons
Oxidation ditch

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Environmental Engineering
The main disadvantage of cement concrete sewers is

Less life
Less strength
Difficulty in transportation due to heavy weight
Difficulty in construction

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Environmental Engineering
The rate of filtration in slow sand filters in million litres per day per hectare is about

100 to 150
1400 to 1500
500 to 600
50 to 60

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Environmental Engineering
In a BOD test, 1.0 ml of raw sewage was diluted to 100 ml and the dissolved oxygen concentration of diluted sample at the beginning was 6 ppm and it was 4 ppm at the end of 5 day incubation at 20°C. The BOD of raw sewage will be

300 ppm
200 ppm
100 ppm
400 ppm

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Environmental Engineering
The pathogens can be killed by

Nitrification
None of these
Oxidation
Chlorination

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Environmental Engineering
For satisfactory working of a sludge digestion unit, the pH range of digested sludge should be maintained as

4.5 to 6.0
6.5 to 8.0
8.5 to 10.0
10.5 to 12.0

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