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Environmental Engineering

Environmental Engineering
Sewerage system is usually designed for

27 years
26 years
25 years
28 years

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

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

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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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Environmental Engineering
If the total hardness of water is greater than its total alkalinity, the carbonate hardness will be equal to

Non carbonate hardness
Total hardness
Total alkalinity
Total hardness total alkalinity

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Environmental Engineering
The self cleansing velocity for all sewers in India is usually

3.0 m/sec to 3.5 m/sec
1.0 m/sec to 1.2 m/sec
Less than 1.0 m/sec
1.5 m/sec to 2.0 m/sec

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Environmental Engineering
Which of the following sewers is preferred for combined system of sewage?

Egg shaped sewer
Rectangular sewer
None of these
Circular sewer

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MORE MCQ ON Environmental Engineering

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