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Environmental Engineering

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
For a given discharge, the efficiency of sedimentation tank can be increased by

Decreasing the depth of tank
Increasing the depth of tank
Increasing the surface area of tank
Decreasing the surface area of tank

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Environmental Engineering
When there is no recirculation of sewage, then recirculation factor is

1
None of these
Infinity

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Environmental Engineering
The maximum permissible limit for fluoride in drinking water is

5 mg/liter
0.1 mg/liter
10 mg/liter
1.5 mg/liter

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

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

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Environmental Engineering
The effective size of sand particles used in slow sand filters is

0.25 to 0.35 mm
0.35 to 0.60 mm
1.00 to 1.80 mm
0.60 to 1.00 mm

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