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Waste Water Engineering

Waste Water Engineering
The algae dies out in the zone of

Cleaner water
Degradation
Active decomposition
Recovery

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Waste Water Engineering
The screens are fixed

At an angle 30° to 60° to the direction of flow
None of these
Perpendicular to the direction of flow
Parallel to the direction of flow

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Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Parabolic shaped
Horse shoe shaped
Circular shaped
Egg shaped

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Waste Water Engineering
If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is

6 hours
2 hours
4 hours
8 hours

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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
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Two third full
Half full
Full depth
Three fourth full

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