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Certification Exam Practice Test

Summary Jan 2, 2026 ★★★★☆ (4.0/5)
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Drinking Water Operator Class A Certification Exam Practice Test Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf

  • What is the primary purpose of coagulation in water treatment?
  • Remove dissolved gases
  • Reduce hardness
  • Destabilize suspended particles
  • Disinfect water

Rationale: Coagulation neutralizes particle charges, allowing them to form

floc for removal.

  • Which chemical is most commonly used as a coagulant in drinking water
  • treatment? 1 / 4

  • Chlorine gas
  • Aluminum sulfate (alum)
  • Potassium permanganate
  • Sodium hypochlorite

Rationale: Alum is the most widely used coagulant for turbidity and

particle removal.

3. The optimal pH range for alum coagulation is generally:

A. 3–4

B. 5.5–7.5

C. 8.5–10

D. 10–12

Rationale: Alum performs best in a slightly acidic to neutral pH range.

4. The primary goal of filtration is to remove:

  • Dissolved minerals
  • Organic gases
  • Remaining suspended solids and pathogens
  • VOCs

Rationale: Filtration captures fine particulates and microorganisms not

removed during sedimentation.

5. The CT concept in disinfection refers to:

  • Concentration of turbidity
  • Concentration × contact time 2 / 4
  • Chemical type
  • Chlorine tonnage

Rationale: CT measures disinfectant concentration multiplied by the

required contact time for inactivation.

  • Which disinfectant provides the longest-lasting residual in the
  • distribution system?

  • UV light
  • Ozone
  • Free chlorine
  • Chloramines

Rationale: Free chlorine maintains a strong and long-lasting residual

compared to other disinfectants.

7. Chlorine gas is:

  • Lighter than air
  • Heavier than air
  • Same weight as air
  • Insoluble in water

Rationale: Chlorine gas is heavier and settles near the ground, increasing

exposure risk.

  • The maximum contaminant level (MCL) for turbidity in treated water

(filtration required) is typically: 3 / 4

A. 5.0 NTU

B. 2.0 NTU

C. 0.3 NTU

D. 0.1 NTU

Rationale: Most regulations require 0.3 NTU or less at the combined filter

effluent 95% of the time.

9. Hardness in drinking water is primarily caused by:

  • Sodium and potassium
  • Calcium and magnesium
  • Chloride and sulfate
  • Iron and manganese

Rationale: Hardness results from multivalent cations, mostly calcium and

magnesium.

10. The most common method for measuring chlorine residual is:

  • Turbidimeter
  • Nephelometer
  • DPD colorimetric method
  • pH probe

Rationale: The DPD method is standard for measuring free and total

chlorine.

  • What is breakpoint chlorination?
  • / 4

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Added: Jan 2, 2026
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