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Practice Examination Questions And

Class notes Jan 2, 2026 ★★★★☆ (4.0/5)
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Utah Wastewater Operator Class IV Practice Examination Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf

  • The primary purpose of preliminary treatment in a wastewater plant is

to:

  • Reduce pathogens
  • Remove settleable solids
  • Increase dissolved oxygen
  • Protect downstream equipment

Rationale: Preliminary treatment removes debris and grit that could

damage pumps and other equipment.

2. Grit chambers are designed mainly to remove:

  • Organic colloids
  • Inorganic sand and silt 1 / 4
  • Fats, oils, grease
  • Settleable organic sludge

Rationale: Grit systems target heavy inorganic particles that settle quickly.

3. The typical detention time for primary clarifiers is:

  • 5–10 minutes
  • 6–8 hours
  • 1.5–2.5 hours
  • 10–12 hours

Rationale: Primary sedimentation requires moderate detention to settle

solids without promoting septic conditions.

4. The main mechanism for BOD removal in primary treatment is:

  • Biological oxidation
  • Physical settling
  • Chemical precipitation
  • Filtration

Rationale: Primary clarifiers remove BOD by settling particulate organics.

5. In activated sludge, sludge age (SRT) represents:

  • Time solids are in aeration only
  • Time water remains in aeration
  • Average time biomass remains in the system
  • Time solids stay in clarifier 2 / 4

Rationale: SRT measures biomass retention and controls microbial

populations.

6. Nitrification is the biological conversion of:

  • Nitrogen gas to nitrate
  • Ammonia to nitrate
  • Nitrate to nitrogen gas
  • Nitrite to ammonia

Rationale: Nitrifying bacteria oxidize ammonia first to nitrite, then to

nitrate.

7. The organisms most responsible for nitrification are:

  • Protozoa
  • Facultative heterotrophs
  • Autotrophic bacteria
  • Fungi

Rationale: Nitrifiers are autotrophic bacteria requiring oxygen and

alkalinity.

8. Low DO in aeration commonly leads to:

  • Improved settleability
  • Filamentous bulking
  • Increased nitrification
  • Increased alkalinity 3 / 4

Rationale: Filamentous organisms outcompete floc-formers under low

oxygen.

9. The PRIMARY indicator of secondary clarifier performance is:

  • pH
  • DO
  • Sludge blanket depth
  • F/M ratio

Rationale: A rising blanket shows solids carryover risk.

10. A high F/M ratio generally produces:

  • Pin floc
  • Robust young sludge
  • Old sludge with poor activity
  • Filament overgrowth

Rationale: High food availability favors young, fast-growing biomass.

11. Extended aeration systems typically operate at:

  • Low SRT
  • High F/M
  • Long SRT
  • Low MLSS

Rationale: These systems rely on long biomass retention to stabilize

wastes.

  • A sudden drop in RAS flow generally results in:
  • / 4

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Added: Jan 2, 2026
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