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Environmental Engineering

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

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

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Environmental Engineering
For a country like India, where rainfall is mainly confined to one season, the suitable sewerage system will be

Combined system
Separate system
Partially combined system
Partially separate system

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

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

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Environmental Engineering
Chlorine demand of water is equal to

Difference of applied and residual chlorine
Applied chlorine
Sum of applied and residual chlorine
Residual chlorine

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Environmental Engineering
If the coli form bacteria is present in a sample of water, then the coli-form test to be conducted is (i) Presumptive coli-form test (ii) Confirmed coli-form test (iii) Completed coli-form test

All (i), (ii) and (iii)
Both (i) and (ii)
Only (i)
Both (i) and (iii)

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Environmental Engineering
The overflow rate for plain sedimentation tanks is about

1500 to 2000 liters/hour/m²
1250 to 1500 liters/hour/m²
1000 to 1250 liters/hour/ m²
500 to 750 liters/hour/ m²

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