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Waste Water Engineering

Waste Water Engineering
In a sedimentation tank (length L, width B, depth D) the settling velocity of a particle for a discharge Q, is

Q/(B × L)
Q/(L × D)
Q/(B × D)
Q/L

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Waste Water Engineering
The settling velocity of a spherical particle of diameter less than 0.1 mm as per Stock’s law, is

Vs = 218 (Gs – Gw)d [(3T + 70)/100]
Vs = 418 (Gs – Gw)d² [(3T + 70)/100]
Vs = 418 (Gs – Gw) d [(3T + 70)/100]
Vs = 218 (Gs – Gw)d² [(3T + 70)/100]

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Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Sanitary sewage
Storm sewage
Industrial waste
None of these

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Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Shredder
Comminutor
Both A and B
Neither A nor B

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Waste Water Engineering
Hume steel pipes are

Both B and C
Steel shell coated from inside with cement mortar
Steel pipes
Steel shell coated from outside with cement mortar

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Waste Water Engineering
At the junction of sewers

Tops of both the sewers are at the same level
None of these
Top of larger sewer is kept lower
Top of smaller sewer is kept lower

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