Ohio Wastewater Operator Class II Practice Exam Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf
- Which of the following is the primary purpose of preliminary
- Remove nutrients
- Remove large solids and debris
- Reduce biochemical oxygen demand (BOD)
- Disinfect effluent
treatment in a wastewater treatment plant?
Rationale: Preliminary treatment removes large solids, rags, and grit
to prevent damage to downstream equipment.
- What is the main function of primary clarifiers?
- Remove dissolved oxygen 1 / 4
- Settle suspended solids
- Remove nitrogen
- Add chemicals for disinfection
Rationale: Primary clarifiers allow suspended solids to settle out by
gravity, reducing the load on secondary treatment.
3. Activated sludge treatment is designed primarily to:
- Remove heavy metals
- Biologically remove organic matter
- Remove grit
- Increase alkalinity
Rationale: Activated sludge uses microorganisms to biologically oxidize
organic matter in wastewater.
- Which of the following parameters indicates the organic strength of
- Total suspended solids
- pH
- Biochemical oxygen demand (BOD)
- Temperature
wastewater?
Rationale: BOD measures the amount of oxygen microorganisms will
consume to decompose organic matter.
- What is the main purpose of chlorination in wastewater treatment?
- Remove solids
- Disinfect the effluent 2 / 4
- Increase pH
- Remove nutrients
Rationale: Chlorination is used to kill pathogens and reduce microbial
contamination in effluent.
6. In a trickling filter, the primary mechanism for organic removal is:
- Settling
- Biological oxidation on media surfaces
- Filtration
- Chemical precipitation
Rationale: Microorganisms grow on filter media and consume organic
matter as wastewater passes over.
- Which of the following best describes sludge digestion?
- Chemical precipitation of solids
- Biological breakdown of organic solids
- Filtration of solids
- Screening of large debris
Rationale: Sludge digestion uses anaerobic or aerobic bacteria to
reduce sludge volume and odor.
- Which type of bacteria is primarily responsible for nitrification?
- Anaerobic bacteria
- Coliform bacteria
- Autotrophic bacteria
- Heterotrophic bacteria 3 / 4
Rationale: Autotrophic bacteria convert ammonia to nitrite and then
to nitrate in the nitrification process.
- What is the typical pH range for effective nitrification?
A. 4.0–5.5
B. 5.5–6.5
C. 6.5–8.0
D. 8.5–9.5
Rationale: Nitrifying bacteria function best in slightly alkaline
conditions.
- In wastewater treatment, what is meant by “solids retention
- The time effluent stays in the clarifier
- The average time solids remain in the biological process
- The time sludge is pumped to land application
- The detention time in preliminary treatment
time” (SRT)?
Rationale: SRT represents the average time microorganisms remain in
the system, affecting treatment efficiency.
- Which of the following processes is used to remove phosphorus
- Aeration
- Addition of alum or ferric chloride
- Filtration
- Sedimentation
- / 4
chemically?