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Waste Water Engineering

Waste Water Engineering
The sewerage system originates from

Lateral sewers
Main sewers
Branch sewers
House sewers

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Waste Water Engineering
The most efficient cross-section of sewers in a combined sewerage system is

Circular
Rectangular
New egged
Parabolic

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Waste Water Engineering
The spacing of bars for perforations in coarse screens used for the treatment of sewage, is

20 mm
40 mm
30 mm
50 mm

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

Main sewer
House sewer
Lateral sewer
Intercepting sewer

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

Separate system
None of these
Partially separate system
Combined system

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

1 in 60
1 in 120
1 in 100
None of these

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