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Exam (elaborations)

BASIC WASTEWATER OPERATOR PRACTICE EXAM QUESTIONS AND CORRECT ANSWERS

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BASIC WASTEWATER OPERATOR PRACTICE EXAM QUESTIONS AND CORRECT ANSWERS

Institution
Texas Water Treatment Operator Level I Pract
Course
Texas Water Treatment Operator Level I Pract










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Institution
Texas Water Treatment Operator Level I Pract
Course
Texas Water Treatment Operator Level I Pract

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Uploaded on
December 24, 2025
Number of pages
21
Written in
2025/2026
Type
Exam (elaborations)
Contains
Questions & answers

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BASIC WASTEWATER OPERATOR
PRACTICE EXAM QUESTIONS AND
CORRECT ANSWERS

What is the predominant organism in a healthy activated sludge treatment plant?
sw sw sw sw sw sw sw sw sw sw sw




A. Stalked ciliates
sw sw



B. rotifers
sw



C. nematodes
sw



D. amoebas - ans-A. Stalked Ciliates
sw sw sw sw sw




A composite sample must be?
sw sw sw sw




A. sporadically collected in the treatment plant
sw sw sw sw sw sw



B. taken at one time
sw sw sw sw



C. analyzed immediately
sw sw



D. representative and sub-samples time spaced over 15 minutes apart - ans-
sw sw sw sw sw sw sw sw sw sw sw



D. representative and sub-samples time spaced over 15 minutes apart
sw sw sw sw sw sw sw sw sw




What is the standard volume for a BOD sample bottle?
sw sw sw sw sw sw sw sw sw




A. 150 mL
sw sw



B. 200 mL
sw sw



C. 300 mL
sw sw



D. 500 mL - ans-c. 300 mL
sw sw sw sw sw sw




If you have a lime slurry feed line, what is the best valve to use?
sw sw sw sw sw sw sw sw sw sw sw sw sw sw




A. plug valve
sw sw



B. butterfly valve
sw sw



C. RPZ dual check valve
sw sw sw sw



D. gate valve - ans-A. plug valve
sw sw sw sw sw sw




5. If you notice a predominance of rotifers in your activated sludge sample while lookin
sw sw sw sw sw sw sw sw sw sw sw sw sw sw



g at it under a microscope, what does this indicate?
sw sw sw sw sw sw sw sw sw




A. healthy sludge
sw sw



B. young sludge
sw sw



C. old sludge
sw sw



D. middle age sludge - ans-C. old sludge
sw sw sw sw sw sw sw




Calculate the BOD using the given information:
sw sw sw sw sw sw

,Initial DO: 8.3 sw sw



Final DO: 5.9
sw sw



Milliliters of sample used: 2 sw sw sw sw




a. 360 mg/L
sw sw



b. 210 mg/L
sw sw



c. 856 mg/L
sw sw



d. 36 mg/L - ans-a. 360 mg/L
sw sw sw sw sw sw




If your activated sludge plant begins to nitrify, what conditions would you expect to decr
sw sw sw sw sw sw sw sw sw sw sw sw sw sw



ease?

A. settling in clarifiers
sw sw sw



B. chlorine demand
sw sw



C. BOD effluent
sw sw



D. TSS in effluent - ans-a. settling in the clarifiers
sw sw sw sw sw sw sw sw sw




How do you calibrate a chemical feed pump?
sw sw sw sw sw sw sw




A. by measuring the pump output
sw sw sw sw sw



B. using the SWAG method
sw sw sw sw



C. jar test
sw sw



D. with a microscope - ans-A. by measuring the pump output
sw sw sw sw sw sw sw sw sw sw




What is the chemical formula for sulfuric acid?
sw sw sw sw sw sw sw




a. HNO3
sw



b. HCl
sw



c. NaOH
sw



d. H2SO4 - ans-d. H2SO4
sw sw sw sw




What is the most common type of activated sludge package plants?
sw sw sw sw sw sw sw sw sw sw




a. extended aeration
sw sw



b. sequential batch reactor
sw sw sw



c. oxidation ditch
sw sw



d. bardenpho - ans-a. extended aeration
sw sw sw sw sw




What is the most appropriate method of reducing the F:M ratio?
sw sw sw sw sw sw sw sw sw sw




A. increase wasting
sw sw



b. decrease wasting
sw sw



c. reduce BOD from influent flow
sw sw sw sw sw



D. add polymer to RAS to increase settling - ans-b. decrease wasting
sw sw sw sw sw sw sw sw sw sw sw

, An operator notices a portion of the aeration tank with large bubbles rising up. What is t
sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw



he most likely problem?
sw sw sw




a. equal air distribution
sw sw sw



b. unequal air distribution caused by a blown/clogged diffuser
sw sw sw sw sw sw sw sw



c. normal operation
sw sw



d. reason to believe the air filter in the blower is clogged - ans-
sw sw sw sw sw sw sw sw sw sw sw sw sw



b. unequal air distribution caused by a blown diffuser
sw sw sw sw sw sw sw sw




What is suction lift?
sw sw sw




a. a team approach to lifting heavy objects
sw sw sw sw sw sw sw



b. the pressure on the suction side of the pump
sw sw sw sw sw sw sw sw sw



c. the measurement of liquid pressure at the pump
sw sw sw sw sw sw sw sw



d. the measure of how bad your workers lift heavy objects - ans-
sw sw sw sw sw sw sw sw sw sw sw sw



b. the pressure on the suction side of the pump
sw sw sw sw sw sw sw sw sw




The primary effluent to a RBC system is 350 mg/
sw sw sw sw sw sw sw sw sw



L BOD. The primary unit removes 83% the secondary unit removes 50% and the final u
sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw



nit removes 25%. What is the BOD leaving the final unit of the RBC train?
sw sw sw sw sw sw sw sw sw sw sw sw sw sw




A. 290 mg/L
sw sw



b. 60 mg/L
sw sw



c. 30 mg/L
sw sw



d. 22.5 mg/L - ans-d. 22.5 mg/L
sw sw sw sw sw sw




The influent to the treatment plant is septic. it is determined that it is coming from a lift
sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw sw



station upstream from the plant. What should the operator do?
sw sw sw sw sw sw sw sw sw




A. decrease the lag time for pump operation by moving the floats closer together
sw sw sw sw sw sw sw sw sw sw sw sw sw



b. add pH adjuster to the influent flow
sw sw sw sw sw sw sw



c. install larger capacity pumps in the lift stations
sw sw sw sw sw sw sw sw



d. the her nothing you can do to correct this problem - ans-
sw sw sw sw sw sw sw sw sw sw sw sw



A. decrease the lag time for pump operation by moving the floats closer together
sw sw sw sw sw sw sw sw sw sw sw sw sw




What is the purpose of amber storage bottles?
sw sw sw sw sw sw sw




A. the color is pretty
sw sw sw sw



b. they are cheaper
sw sw sw



c. to protect chemicals that are sensitive to light
sw sw sw sw sw sw sw sw



d. so you can not see what is inside the container - ans-
sw sw sw sw sw sw sw sw sw sw sw sw



c. to protect chemicals that are sensitive to light
sw sw sw sw sw sw sw sw




Calculate SRT sw



Given: MLSS = 2400 mg/L sw sw sw sw



Aeration basin volume = 35,000 gallons = 0.0350 MG
sw sw sw sw sw sw sw sw
R295,12
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