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Water Treatment Operator Class B Licensing Exam Practice Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A Instant Download Pdf

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Water Treatment Operator Class B Licensing Exam Practice Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A Instant Download Pdf

Institution
Water Treatment Operator Class B Licensing
Course
Water Treatment Operator Class B Licensing

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Water Treatment Operator Class B
Licensing Exam Practice Questions And
Correct Answers (Verified Answers) Plus
Rationales 2026 Q&A Instant Download
Pdf


1. What is the primary purpose of coagulation in water treatment?
A. To remove dissolved gases
B. To reduce water hardness
C. To aggregate fine particles for easier removal
D. To disinfect water
Rationale: Coagulation involves adding chemicals to water to cause small
suspended particles to clump together into larger particles (flocs), which
can then be removed more easily during sedimentation and filtration.
2. Which chemical is most commonly used as a coagulant in water treatment?
A. Sodium hypochlorite
B. Aluminum sulfate (alum)
C. Sodium hydroxide
D. Calcium carbonate
Rationale: Aluminum sulfate, or alum, is widely used because it effectively
destabilizes colloidal particles, allowing them to form flocs.
3. What is the typical pH range for optimum coagulation using alum?
A. 4.0–5.0

, B. 5.0–6.0
C. 6.5–7.5
D. 8.0–9.0
Rationale: Alum works best in slightly acidic to neutral water; pH 6.5–7.5
promotes effective floc formation.
4. Flocculation is the process of:
A. Adding chlorine to disinfect water
B. Gently mixing water to encourage floc growth
C. Filtering water through sand
D. Removing dissolved minerals
Rationale: Flocculation follows coagulation and involves slow mixing to
help small flocs collide and form larger, settleable flocs.
5. Sedimentation primarily removes:
A. Dissolved salts
B. Suspended solids
C. Microorganisms
D. Gases
Rationale: Sedimentation relies on gravity to remove larger flocculated
particles from water.
6. The main purpose of rapid sand filtration is to:
A. Remove dissolved minerals
B. Remove remaining suspended solids
C. Adjust pH
D. Add disinfectant
Rationale: Rapid sand filters trap and remove remaining suspended solids
after sedimentation.
7. The rate at which water passes through a rapid sand filter is called:
A. Filtration velocity
B. Filter rate
C. Hydraulic gradient
D. Head loss

, Rationale: Filter rate or filtration velocity describes the speed water flows
through the media, usually measured in gpm/ft² or m/h.
8. Which of the following is a primary disinfectant used in water treatment?
A. Ozone
B. Chlorine
C. Hydrogen peroxide
D. Ultraviolet light
Rationale: Chlorine is the most commonly used disinfectant in municipal
water systems due to its effectiveness and residual protection.
9. Breakpoint chlorination refers to:
A. The initial addition of chlorine
B. The point where chlorine demand is satisfied and free chlorine residual
appears
C. Over-chlorination of water
D. Chlorination in acidic water
Rationale: Breakpoint occurs when chlorine added reacts completely with
ammonia and organic matter, leaving free chlorine for disinfection.
10.What is the typical contact time (CT) required for effective chlorine
disinfection at 25°C?
A. 5 minutes
B. 15 minutes
C. 30 minutes
D. 60 minutes
Rationale: A CT value (concentration × time) ensures proper pathogen
inactivation; 30 minutes is a common standard for Class B level systems.
11.pH adjustment in water treatment is important because:
A. It affects taste only
B. It affects coagulation and disinfection efficiency
C. It prevents sedimentation
D. It removes hardness

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