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Waste Water Engineering

Waste Water Engineering
If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, is

1.49 m
1.39 m
1.69 m
1.59 m

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Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

Windrow
None of these
A heap
Plateau

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Waste Water Engineering
Lead caulked joints are used for laying

Stone ware pipes
I. pipes
Earthenware pipes
G.I. pipes

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Waste Water Engineering
The sewer that unloads the sewage at the point of treatment is called

House sewer
Main sewer
Outfall sewer
Branch sewer

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Waste Water Engineering
The most effective arrangement for diverting excess storm water into a natural drainage, is

Siphon spill way
Leaping weir
Overflow weir
None of these

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Waste Water Engineering
As compared to fresh river water, sea water contains oxygen

20% less
10% more
10% less
20% more

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