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Waste Water Engineering

Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

160 cm
120 cm
140 cm
100 cm

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Waste Water Engineering
The laying of sewers is done with

Theodolite
Clinometer
Level
Magnetic compass

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

House sewer
Intercepting sewer
Main sewer
Lateral sewer

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Waste Water Engineering
In detritus tanks,

All listed here
Detention period is kept 3 to 4 minutes
Organic and inorganic materials are separated
Flow velocity is kept 0.09 m/sec

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Waste Water Engineering
If q is the average sewage flow from a city of population P, the maximum sewage flow

Q = [(18 + P)/(4 + )] q
Q = [(18 + )/(4 + )] q
Q = [(4 + )/(18 + )] q
Q = [(5 + )/((15 + )] q

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Waste Water Engineering
Primary treatment of sewage consists of removal of

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

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MORE MCQ ON Waste Water Engineering

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