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Environmental Engineering

Environmental Engineering
Sewage treatment units are designed for

Maximum and minimum flow
Average flow only
Minimum flow only
Maximum flow only

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Environmental Engineering
The rate of BOD exerted at any time is

Directly proportional to BOD satisfied
Inversely proportional to BOD remaining
Inversely proportional to BOD satisfied
Directly proportional to BOD remaining

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Environmental Engineering
The suitable method of forecasting population for a young and rapidly increasing city is

Graphical method
Geometrical increase method
Incremental increase method
Arithmetical increase method

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Environmental Engineering
Disinfection of water results in

Killing of disease bacteria
Removal of hardness
Removal of turbidity
Complete sterilisation

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Environmental Engineering
The amount of residual chlorine left in public water supply for safety against pathogenic bacteria is about

1.0 to 5.0 ppm
0.05 to 0.5 ppm
0.01 to 0.05 ppm
0.5 to 1.0 ppm

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Environmental Engineering
The velocity of flow of water in a sedimentation tank is about

15 to 30 cm/minute
15 to 30 cm/hour
15 to 30 cm/sec
5 to 10 cm/sec

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