• wonderlic tests
  • EXAM REVIEW
  • NCCCO Examination
  • Summary
  • Class notes
  • QUESTIONS & ANSWERS
  • NCLEX EXAM
  • Exam (elaborations)
  • Study guide
  • Latest nclex materials
  • HESI EXAMS
  • EXAMS AND CERTIFICATIONS
  • HESI ENTRANCE EXAM
  • ATI EXAM
  • NR AND NUR Exams
  • Gizmos
  • PORTAGE LEARNING
  • Ihuman Case Study
  • LETRS
  • NURS EXAM
  • NSG Exam
  • Testbanks
  • Vsim
  • Latest WGU
  • AQA PAPERS AND MARK SCHEME
  • DMV
  • WGU EXAM
  • exam bundles
  • Study Material
  • Study Notes
  • Test Prep

Licensing Exam 100 Practice Questions

Class notes Jan 2, 2026 ★★★★☆ (4.0/5)
Loading...

Loading document viewer...

Page 0 of 0

Document Text

State Water Treatment Operator Class C Licensing Exam 100 Practice Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf

  • What is the primary purpose of coagulation in water treatment?
  • Reduce taste and odor
  • Remove dissolved minerals
  • Destabilize suspended particles
  • Produce chlorine residual
  • Coagulation adds chemicals that neutralize particle charges, allowing them to clump together for removal.

2. Alum is most commonly used as a:

  • Disinfectant
  • Coagulant
  • Corrosion inhibitor 1 / 3
  • pH booster
  • Alum (aluminum sulfate) is the most widely used coagulant in drinking water treatment.

3. The most effective pH range for alum coagulation is typically:

A. 3.0–4.0

B. 5.0–6.0

C. 6.0–7.5

D. 8.5–10.0

Alum works best in slightly acidic to neutral conditions.

4. The main purpose of flocculation is to:

  • Add chlorine
  • Remove hardness
  • Promote particle collisions
  • Disinfect water
  • Gentle mixing promotes formation of larger, heavier floc particles.

5. Sedimentation removes particles primarily by:

  • Filtration
  • Gravity settling
  • Chemical oxidation
  • Air flotation
  • Sedimentation relies on gravity to settle floc particles.

6. Turbidity is measured in: 2 / 3

  • ppm
  • mg/L

C. NTU

  • mL/min
  • Turbidity is expressed in nephelometric turbidity units.

7. A normal turbidity level entering filters should be:

  • >10 NTU
  • <1–5 NTU

C. 20–30 NTU

D. 50 NTU

Low turbidity improves filter performance and disinfectant effectiveness.

8. The most common filtration media used in rapid sand filters is:

  • Gravel only
  • Activated carbon only
  • Sand and anthracite
  • Clay
  • Dual-media filtration increases efficiency and capacity.

9. Backwashing filters is necessary to:

  • Add chlorine
  • Remove accumulated solids
  • Increase alkalinity
  • / 3

User Reviews

★★★★☆ (4.0/5 based on 1 reviews)
Login to Review
S
Student
May 21, 2025
★★★★☆

This document featured step-by-step guides that was a perfect resource for my project. Such an excellent resource!

Download Document

Buy This Document

$1.00 One-time purchase
Buy Now
  • Full access to this document
  • Download anytime
  • No expiration

Document Information

Category: Class notes
Added: Jan 2, 2026
Description:

State Water Treatment Operator Class C Licensing Exam 100 Practice Questions And Correct Answers (Verified Answers) Plus Rationales 2026 Q&A | Instant Download Pdf 1. What is the primary purpose of...

Unlock Now
$ 1.00