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Waste Water Engineering

Waste Water Engineering
Primary treatment of sewage consists of removal of

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

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Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Less than 0.01 mm
Less than 0.05 mm
Greater than 0.1 mm
Less than 0.1 mm

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Waste Water Engineering
Sludge banks are formed if sewage is disposed of in

None of these
Seas
Lakes
Rivers

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Waste Water Engineering
The sewer which collects the discharge from a collecting system and delivers it to a treatment plant, is known

Sewer outfall
Branch sewer
Lateral sewer
House sewer

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Waste Water Engineering
If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is

8 hours
2 hours
4 hours
6 hours

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Waste Water Engineering
The most widely used pump for lifting sewage is

Reciprocating pump
Air pressure pump
Centrifugal pump
Pneumatic ejector

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