Indiana Wastewater Operator Class III Practice Examination Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf
- Which process removes settleable solids from raw wastewater before
- Activated sludge
- Trickling filtration
- Primary clarification
- Disinfection
- What is the normal pH range for effective nitrification?
biological treatment?
Primary clarification removes heavier solids via sedimentation before biological steps.
A. 4–5
B. 5–6 1 / 4
C. 6.5–7
D. 7.0–8.5
Nitrifying bacteria require near-neutral to slightly alkaline conditions for optimal activity.
3. The purpose of return activated sludge (RAS) is to:
- Remove pathogens
- Maintain biological mass in the aeration basin
- Thicken sludge
- Provide alkalinity
RAS supplies enough microorganisms to sustain treatment efficiency.
4. The primary organism responsible for nitrification is:
- Anaerobic heterotrophs
- Autotrophic nitrifiers
- Fungi
- Protozoa
Autotrophic nitrifiers oxidize ammonia to nitrate using inorganic carbon sources.
5. A high F/M ratio typically results in:
- Old sludge conditions
- Young, rapidly growing biomass
- Low oxygen uptake 2 / 4
- Settled sludge bulking
High food availability promotes young, high-growth microbial populations.
6. Grit removal protects downstream equipment by removing:
- Organics
- Fats and oils
- Inorganic heavy particles
- Pathogens
Grit chambers target sand, gravel, and similar abrasive materials.
7. A typical dissolved oxygen level for conventional aeration basins is:
- 0.1 mg/L
- 0.5 mg/L
- 1 mg/L
- 2 mg/L or greater
Maintaining ≥2 mg/L ensures adequate oxygen for aerobic biological processes.
8. Sludge bulking is often caused by excessive growth of:
- Amoebas
- Ciliates
- Filamentous bacteria
- Rotifers
- Chlorination for disinfection works primarily by: 3 / 4
Filamentous organisms produce poor settling sludge.
- Oxidizing organic carbon
- Destroying cell walls and metabolic functions of pathogens
- Adding alkalinity
- Reducing nitrate
Chlorine disrupts cell membranes and enzymatic processes.
10. A composite sample is best used to:
- Measure peak flows
- Assess storm load
- Represent average conditions over time
- Track specific spills
Composite sampling provides a time-weighted or flow-weighted average.
11. The primary hazard of hydrogen sulfide (H₂S) in sewers is:
- Corrosion only
- Infectious risk
- Toxicity and explosion risk
- Vitamin depletion
H₂S can be lethal and contributes to corrosion and explosive conditions.
12. Sludge age is defined as:
- Wasting frequency
- Digester residence time
- Average time solids remain in the system
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