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Waste Water Engineering

Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

1.5
2
4
3

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Waste Water Engineering
To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by potassium dichromate in the presence of

Nitric acid
Citric acid
Hydrochloric acid
Sulphuric acid

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

1000 litres/km/cm
2000 litres/km/cm
500 litres/km/cm
1500 litres/km/cm

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Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

All of these
Overflow rate
Overflow velocity
Surface loading

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

Egg shaped
Parabolic shaped
Horse shoe shaped
Circular shaped

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Waste Water Engineering
The screens are fixed

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

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