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Environmental Engineering

Environmental Engineering
Percentage of bacterial load that can be removed from water by the process of plain sedimentation is about

75
50
59
100

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Environmental Engineering
The settling velocity of a particle in a sedimentation tank increases if

Particle size is decreased
The surface area of tank is increased
The depth of tank is decreased
None of these

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Environmental Engineering
On standard silica scale, the turbidity in drinking water should be limited to

50 ppm
20 ppm
10 ppm
30 ppm

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Environmental Engineering
As compared to rapid sand filters, slow sand filters give (i) Slower filtration rate (ii) Higher filtration rate (iii) Lesser efficiency in removal of bacteria (iv) Higher efficiency in removal of bacteria The correct answer is

(i) and (ii)
(ii) and (iii)
(i) and (iv)
(ii) and (iv)

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Environmental Engineering
In facultative stabilization pond, the sewage is treated by

Dual action of aerobic bacteria and anaerobic bacteria
Algae only
Aerobic bacteria only
Sedimentation

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Environmental Engineering
Composting and lagooning are the methods of

Filtration
Sedimentation
Sludge digestion
Sludge disposal

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MORE MCQ ON Environmental Engineering

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