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Waste Water Engineering

Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.075
1.095
1.065
1.085

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Waste Water Engineering
In sewage, the solids in mg per litre is

1500 to 2000
500 to 1000
1000 to 1500
100 to 500

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Bazin
Chezy
Kutter
Manning

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Waste Water Engineering
The non-clog pump which permits solid matter to pass out with the liquid sewage, is

Pneumatic ejector
None of these
Centrifugal pump
Reciprocating pump

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Waste Water Engineering
The presence of free ammonia in sewage, is detected by

Adding sulphuric acid
Boiling
Phenol-di-sulphuric acid
Adding potassium permanganate

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

Parabolic shaped
Egg shaped
Circular shaped
Horse shoe shaped

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