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Environmental Engineering

Environmental Engineering
The velocity of flow does not depend on

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

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

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

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Environmental Engineering
The pathogens can be killed by

Chlorination
Oxidation
None of these
Nitrification

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Environmental Engineering
Settling velocity increases with

Depth of tank
Specific gravity of solid particles
Size of particles
Temperature of liquid

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

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

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Environmental Engineering
The layout of distribution system in which water flows towards the outer periphery is

Ring system
Radial system
Grid iron system
Dead end system

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