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Environmental Engineering

Environmental Engineering
The biochemical treatment of sewage effluents is essentially a process of

Alkalinization
Oxidation
Reduction
Dehydration

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Environmental Engineering
Dissolved oxygen in streams is

Minimum at noon
Maximum at noon
Maximum at midnight
Same throughout the day

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

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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
50 to 60
500 to 600
1400 to 1500

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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
100 ppm
200 ppm
400 ppm

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Environmental Engineering
The design discharge for the separate sewer system shall be taken as

2 × DWF
3 × DWF
Equal to dry weather flow (DWF)
6 × DWF

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MORE MCQ ON Environmental Engineering

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