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Waste Water Engineering

Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

2
1.5
3
4

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Waste Water Engineering
A rain sanitary sewer is constructed to carry

Storm sewage
Ground water
Sanitary sewage
Surface water

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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
Q/(B × D)
Q/(L × D)

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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

House sewer
Branch sewer
Sewer outfall
Lateral sewer

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Waste Water Engineering
Self-cleansing velocity is

Velocity at which no accumulation remains in the drains
Velocity at dry weather flow
Velocity of water at flushing
Velocity of water in a pressure filter

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Waste Water Engineering
The rate of accumulation of sludge in septic tanks is recommended as

30 litres/person/year
30 litres/person/month
25 litres/person/month
25 litres/person/year

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