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Waste Water Engineering

Waste Water Engineering
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

1 in 15
1 in 20
1 in 10
1 in 5

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

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

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Waste Water Engineering
The settlement velocity of a solid (diameter 0.5 mm, specific gravity 1.75) in water having temperature 10°C, is

413.5 cm/sec
213.5 cm/sec
500 cm/sec
313.5 cm/sec

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Waste Water Engineering
A circular sewer section is preferred to because

It is cheaper in construction
It provides maximum hydraulic mean depth
All listed here
It provides maximum area for a given perimeter

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Waste Water Engineering
A rain sanitary sewer is constructed to carry

Storm sewage
Ground water
Surface water
Sanitary sewage

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

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

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