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Waste Water Engineering

Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

3.5 to 4.5 m/sec
4.5 to 5.5 m/sec
3.0 to 4.0 m/sec
2.5 to 3.0 m/sec

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Two sewer lines intersect
Ordinary manhole cannot be built
Invert level of a branch sewer is more than 60 cm that of the main sewer
Sewer line runs along a main road

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

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Waste Water Engineering
House connections to the laterals is generally made by

P.C.C.
R.C.C.
Cast iron
Glazed stonewares

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Waste Water Engineering
Discrete or granular particles change their

Shape
None of these
Weight
Size

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Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Horse shoe shaped
Circular shaped
Parabolic shaped
Standard egg shaped

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