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Environmental Engineering

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

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

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Environmental Engineering
The slope of sewer shall be

Steeper than 1 in 20
Given in the direction opposite to natural slope of ground
Zero
Given in the direction of natural slope of ground

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Environmental Engineering
If the average daily consumption of a city is 100,000 m³, the maximum daily consumption on peak hourly demand will be

150000 m³
100000 m³
270000 m³
180000 m³

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Environmental Engineering
The velocity of flow of water in a sedimentation tank is about

15 to 30 cm/minute
15 to 30 cm/hour
5 to 10 cm/sec
15 to 30 cm/sec

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Environmental Engineering
The process in which the chlorination is done beyond the break point is known as

Super chlorination
Break point chlorination
Post chlorination
Pre-chlorination

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Environmental Engineering
The type of sewer which is suitable for both combined and separate system is

Semi-elliptical sewer
Circular sewer
Egg shaped sewer
Horseshoe type sewer

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MORE MCQ ON Environmental Engineering

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