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Waste Water Engineering

Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

3.5 years
3 years
5 years
4 years

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Waste Water Engineering
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is

pt = 2H3p/3 Z5
pt = 3H3p/2 Z5
pt = 2H3p/3 Z5
pt = 3H3p/2 Z5

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Waste Water Engineering
Chlorination of water is done for the removal of

Sediments
Suspended solids
Bacterias
Hardness

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Waste Water Engineering
If the depletion of oxygen is found to be 2.5 mg/litre after incubating 2.5 ml of sewage diluted to 250 ml for 5 days at 20°C, B.O.D. of the sewage is

50 mg/l
150 mg/l
100 mg/l
250 mg/l

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

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Waste Water Engineering
The underground sewers are more subjected to

Shearing force
Compressive force
Tensile force
Bending force

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