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Environmental Engineering

Environmental Engineering
Sewage treatment units are designed for

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

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Environmental Engineering
Composting and lagooning are the methods of

Sedimentation
Sludge disposal
Sludge digestion
Filtration

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Environmental Engineering
The correct relation between theoretical oxygen demand (TOD), Biochemical oxygen demand (BOD) and Chemical oxygen demand (COD) is given by

COD > BOD > TOD
TOD > COD > BOD
BOD > COD > TOD
TOD > BOD > COD

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Environmental Engineering
If the sewage contains grease and fatty oils, these are removed in

Grit chambers
Skimming tanks
Sedimentation tanks
Detritus tanks

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Environmental Engineering
The dissolved oxygen level in natural unpolluted waters at normal temperature is found to be of the order of

100 mg/liter
1 mg/liter
10 mg/liter
1000 mg/liter

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Environmental Engineering
The overflow rate for plain sedimentation tanks is about

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

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