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Waste Water Engineering

Waste Water Engineering
The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

1 in 15
1 in 10
1 in 20
1 in 5

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Waste Water Engineering
In a fully mechanised composting plant, involves

All of these
Mechanized receipt
Mechanized pulverising of refuse
Mechanized segregation

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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 0.1 mm
Greater than 0.1 mm
Less than 0.01 mm

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Waste Water Engineering
The gradient of sewers depends upon

All listed here
Velocity of flow
Discharge
Diameter of the sewer

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Waste Water Engineering
For large sewers, maximum distance between manholes may be

200 m
300 m
50 m
100 m

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Waste Water Engineering
In sewers designed with self cleansing velocity,

Neither silting nor scouring occurs at the bottom
The bottom is scoured
The bottom is silted
Both silting and scouring occur at the bottom

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