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Environmental Engineering

Environmental Engineering
The detention period in coagulation tanks is usually kept as

2 to 6 days
30 to 45 minutes
1 to 2 minutes
2 to 6 hours

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Environmental Engineering
The velocity of flow does not depend on

Hydraulic mean depth of sewer
Roughness of sewer
Grade of sewer
Length of sewer

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Environmental Engineering
Air binding phenomena in rapid sand filters occur due to

Low temperature
Higher turbidity in the effluent
Mud ball formation
Excessive negative head

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Environmental Engineering
The minimum and maximum diameters of sewers shall preferably be

15 cm and 100 cm
30 cm and 450 cm
15 cm and 300 cm
60 cm and 300 cm

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Environmental Engineering
The distribution mains are designed for

Maximum hourly demand on maximum day
Maximum hourly demand
Maximum daily demand
Average daily demand

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Environmental Engineering
The suitable layout of a distribution system for irregularly growing town is

Ring system
Grid iron system
Dead end system
Radial system

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MORE MCQ ON Environmental Engineering

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