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Waste Water Engineering

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

Parasitic decomposition
Anaerobic decomposition
None of these
Aerobic decomposition

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Waste Water Engineering
The underground sewers are more subjected to

Compressive force
Tensile force
Bending force
Shearing force

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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

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

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Waste Water Engineering
Primary treatment of sewage consists of removal of

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

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Waste Water Engineering
The detention time of a circular tank of diameter d and water depth H, for receiving the sewage Q per hour, is

d (0.285d + 0.011H)/Q
d (0.022d + 0.085H)/Q
d² (0.011d + 0.785H)/Q
d (0.785d + 0.011H)/Q

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Waste Water Engineering
The sludge does not contain waste water from

Kitchen sinks
Toilets
Wash basins
Bath rooms

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