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Waste Water Engineering

Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is not enough
Is only provided
Is doubled
Is trebled

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Waste Water Engineering
Removal of oil and grease from sewage, is known

None of these
Filtration
Skimming
Screening

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Waste Water Engineering
If the depletion of oxygen is found to be 2.5 mg/litre after incubating 2.5 ml of sewage diluted to 250 ml for 5 days at 20°C, B.O.D. of the sewage is

100 mg/l
250 mg/l
50 mg/l
150 mg/l

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

Overflow velocity
All of these
Overflow rate
Surface loading

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

None of these
Pneumatic ejector
Reciprocating pump
Centrifugal pump

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Waste Water Engineering
The effluent of a septic tank is

Foul and contains dissolved and suspended solids
As good as that from a complete treatment
Fit for discharge into any open drain
None of these

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