Utah 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
- Remove nutrients
- Reduce BOD
- Remove large debris
- Stabilize sludge
- Remove large debris
- Which parameter is used to estimate the strength of wastewater?
- Chlorine demand 1 / 4
plant?
Preliminary treatment protects downstream equipment by removing rags, grit, and large solids.
- Turbidity
- pH
D. BOD
D. BOD
BOD represents biodegradable organic load, a key measure of wastewater strength.
3. The primary function of grit removal is to:
- Remove organic solids
- Prevent abrasion and wear
- Reduce odors
- Aid in disinfection
- Prevent abrasion and wear
- What is the typical detention time in a primary clarifier?
- 10–20 minutes
- 30–60 minutes
- 1.5–2.5 hours
- 4–6 hours
- 1.5–2.5 hours
Grit damages pumps and mechanical equipment; removal protects plant infrastructure.
This range allows sufficient settling of primary solids without septic conditions. 2 / 4
5. In activated sludge, MLSS refers to:
- Mixed liquor suspended solids
- Mixed lagoon solids
- Minimum level solids
- Microbial loading solids
- Mixed liquor suspended solids
- What is the purpose of RAS?
- Increase DO
- Return biomass to aeration
- Waste excess sludge
- Measure BOD
- Return biomass to aeration
- Which gas is commonly produced in anaerobic digestion?
- Oxygen
- Nitrogen
- Carbon monoxide
- Methane
- Methane
MLSS measures the total solids concentration in the aeration basin.
RAS maintains required biomass by returning settled organisms to the aeration tank.
Anaerobic digestion produces biogas largely composed of methane and carbon dioxide. 3 / 4
8. The F/M ratio in activated sludge relates food to:
- Flow
- Microorganisms
- Mixing
- Metering
- Microorganisms
F/M compares organic loading (food) to biomass (microorganisms).
9. A sudden drop in DO in the aeration basin may indicate:
- Excess alkalinity
- Low influent solids
- High organic loading
- High chlorine levels
- High organic loading
More organic matter increases oxygen demand, lowering DO.
10. Sludge bulking is commonly caused by:
- Excess chlorine
- Filamentous bacteria
- Low MLSS
- High DO
- Filamentous bacteria
- Which laboratory test measures settleability?
- pH
- / 4
Filamentous organisms hinder settling, causing bulking.