Indiana Wastewater Operator Class IV 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 wastewater
- Nutrient removal
- Biological oxygen demand reduction
- Screening and grit removal
- Sludge stabilization
facilities?
Removes large solids and abrasive materials to protect downstream equipment.
2. The term MLSS in activated sludge refers to:
- Mixed liquor suspended substrate
- Mixed liquor suspended solids 1 / 4
- Mean liquid soluble solids
- Mixed liquor sludge solids
- A clarifier experiences short-circuiting. Which factor is most likely
- High sludge age
- Hydraulic overload
- Low weir loading
- Excessive return sludge
- What is the typical pH range for optimal nitrification?
- 4.0–5.0
- 5.5–6.0
- 7.0–8.5
- 9.0–10.0
- In anaerobic digestion, methane typically comprises what percentage of
- 10–20%
- 25–35%
- 40–50% 2 / 4
MLSS measures biomass concentration in the aeration basin.
responsible?
Excess flow reduces detention time and reduces settling efficiency.
Nitrifying bacteria prefer near-neutral to slightly alkaline conditions.
biogas?
- 60–70%
- What indicator is used to assess sludge settling quality in secondary
- SVI
- TUR
- SVI (Sludge Volume Index)
- COD
- What is the main purpose of RAS in activated sludge?
- To increase DO
- To return settled biomass to the aeration basin
- To thicken sludge
- To disinfect the effluent
Methane is the main energy component of digester gas.
clarifiers?
SVI quantifies settling characteristics of activated sludge.
RAS maintains adequate microorganism concentration for treatment.
8. A composite sample differs from a grab sample because it:
- Uses fewer containers
- Is collected at a single time
- Represents flow or time-proportional conditions
- Represents only peak flow conditions
- Which parameter indicates organic loading strength? 3 / 4
Composite sampling better reflects varying wastewater characteristics.
- TSS
- F/M ratio
- BOD
- Turbidity
BOD expresses the biodegradable organic matter present.
10. Chlorine demand is defined as:
- Chlorine residual + ORP
- Applied chlorine minus residual chlorine
- Remaining chlorine after breakpoint
- The minimum required to kill all organisms
- What is the major cause of bulking sludge?
- Protozoa dominance
- High DO levels
- Filamentous bacteria overgrowth
- Excess alkalinity
Shows how much chlorine reacts with substances in water.
Filaments prevent sludge compaction in clarifiers.
12. A trickling filter relies primarily on:
- Suspended growth
- Attached growth
- Chemical oxidation
- / 4