Ohio Wastewater Operator Class III Practice Exam Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf
- What is the primary purpose of preliminary treatment in a wastewater
- To remove dissolved nutrients
- To remove large solids and grit
- To disinfect the effluent
- To remove bacteria
treatment plant?
Rationale: Preliminary treatment removes large solids and grit to prevent
damage and clogging in downstream equipment.
- Which of the following is a typical BOD5 concentration in domestic
wastewater? 1 / 4
- 50 mg/L
- 100 mg/L
- 200 mg/L
- 250 mg/L
Rationale: Domestic wastewater usually has a BOD5 around 200–300
mg/L, reflecting organic matter that can be biologically oxidized in 5 days.
3. The main purpose of aeration in an activated sludge process is to:
- Remove phosphorus
- Provide oxygen for microorganisms to degrade organic matter
- Clarify sludge
- Reduce heavy metals
Rationale: Aeration supplies dissolved oxygen to support microbial
metabolism in organic matter removal.
- Which of the following is a symptom of nitrification inhibition in a
- Increase in ammonia concentration in effluent
- Decrease in sludge volume
- Higher pH in effluent
- Reduced TSS in effluent
treatment plant?
Rationale: Nitrification inhibition prevents conversion of ammonia to
nitrate, causing ammonia accumulation. 2 / 4
- What is the typical detention time in a primary clarifier?
- 5–10 minutes
- 30–45 minutes
- 1.5–2.5 hours
- 6–8 hours
Rationale: Primary clarifiers are designed to allow 1.5–2.5 hours for
settling of solids.
- Which microorganism is primarily responsible for nitrification?
- Escherichia coli
- Nitrosomonas and Nitrobacter
- Bacillus subtilis
- Pseudomonas aeruginosa
Rationale: Nitrosomonas oxidizes ammonia to nitrite, and Nitrobacter
converts nitrite to nitrate.
- What is the function of a sludge digester?
- Remove heavy metals
- Stabilize organic solids by microbial digestion
- Aerate the wastewater
- Remove grit
Rationale: Sludge digesters reduce volatile solids and pathogens through
anaerobic or aerobic microbial processes. 3 / 4
- Which chemical is commonly used for phosphorus removal in
- Sodium hypochlorite
- Aluminum sulfate (alum)
- Calcium hydroxide
- Ferric cyanide
wastewater treatment?
Rationale: Alum precipitates phosphorus as aluminum phosphate, reducing
phosphorus in effluent.
- What is the typical MLSS (Mixed Liquor Suspended Solids)
- 50–100 mg/L
- 200–500 mg/L
- 2000–4000 mg/L
- 6000–8000 mg/L
concentration in an activated sludge system?
Rationale: MLSS in conventional activated sludge is usually 2000–4000
mg/L to maintain sufficient biomass for treatment.
- What is the typical sludge age (SRT) for a nitrifying activated
- 1–2 days
- 3–5 days
- 10–15 days
- 20–30 days
- / 4
sludge system?