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Microbiology of Waste Water Questions and Answers

Answer: A

Correct answer: protect public health and the receiving water

Everything else is secondary. Treatment exists to prevent disease transmission and to stop the receiving water being deoxygenated by the organic load. Gas, fertiliser and reclaimed water are useful by-products, and none of them would justify the works on its own.

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Answer: B

Correct answer: a continuous supply of oxygen

The organisms oxidise the organic matter and need oxygen to do it, so aeration must continue whenever load is present. That is why aeration dominates the works’ energy consumption, and why a failure of the blowers turns an aerobic tank septic within hours.

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Answer: C

Correct answer: Sludge digestion

Digestion is carried out in a sealed tank by anaerobic organisms, ending in methanogenesis. The other three all depend on oxygen: a trickling filter draws air through its media, a rotating contactor lifts its biofilm into the air, and activated sludge is aerated deliberately.

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Answer: D

Correct answer: clear but not sterile

A well-run works produces an effluent low in solids and oxygen demand, but treatment reduces rather than eliminates the organisms - typically by two or three orders of magnitude. Where the receiving water is used for bathing or shellfish, a disinfection stage is added for that reason.

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Answer: A

Correct answer: protect pumps and pipework from abrasion

Grit is sand and similar dense inorganic matter, and it wears pumps, valves and pipe bends rapidly and accumulates in tanks. Removing it early is a mechanical protection rather than a treatment step - it contributes almost nothing to the oxygen demand and carries few pathogens.

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Answer: B

Correct answer: the settled solids separated during treatment

Sludge is what settles out, at whatever stage: primary sludge from the settlement tanks and secondary or surplus activated sludge from the biological process. Its treatment and disposal commonly account for half the cost of running a works, which is out of all proportion to its volume.

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