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Waste Water Engineering

Waste Water Engineering
The sewage treatment in septic tanks is due to

Parasitic decomposition
Anaerobic decomposition
Aerobic decomposition
None of these

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Waste Water Engineering
1000 kg of sewage contains

0.112 kg in suspension
Both A and C of above
0.225 kg in solution
0.112 kg in solution

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Waste Water Engineering
For estimating the peak run off the rational formula Q = 0.0278 KpA was evolved by

Kinchling
Lloyd Davis
All listed here
Frubling

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Large suspended organic solids
Sand and girt
Oil and grease
Floating materials

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Waste Water Engineering
The sewer pipe which carries sewage from a building for immediate disposal is

Lateral sewer
House sewer
Main sewer
Intercepting sewer

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Waste Water Engineering
depends upon The Chezy’s constant C in the formula V = C

Size of the sewer
Shape of the sewer
All listed here
Roughness of sewer surface

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