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WASTEWATER TREATMENT OPERATOR CERTIFICATION TEST 1 QUESTIONS AND ANSWERS $9.00   Add to cart

Exam (elaborations)

WASTEWATER TREATMENT OPERATOR CERTIFICATION TEST 1 QUESTIONS AND ANSWERS

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  • Course
  • Wastewater / Sewage Treatment Operator
  • Institution
  • Wastewater / Sewage Treatment Operator

WASTEWATER TREATMENT OPERATOR CERTIFICATION TEST 1 QUESTIONS AND ANSWERS

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  • September 20, 2024
  • 67
  • 2024/2025
  • Exam (elaborations)
  • Questions & answers
  • Wastewater / Sewage Treatment Operator
  • Wastewater / Sewage Treatment Operator
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79 Multiple choice questions

Term 1 of 79
Which of the following is true about trickling filters?

It is mostly an anaerobic process

The three main parts of a trickling filter are media, distribution system, and underdrain

In computing BOD loading, it is standard practice to include the BOD of the re-
circulated effluent

Filter ponding is usually due to inadequate organic loading

Term 2 of 79
A grab sample is most suited for these constituents

BOD

TSS

Suspended Solids Concentration

Residual Chlorine

Term 3 of 79
What must you do before entering a room with harmful concentration of chlorine gas in the
air?

Read the O&M manual


Wear self-contained breathing apparatus (SCBA)

Prepare the fire extinguishers


Cover your mouth and spray aqueous ammonia in the room.

,Term 4 of 79
The best way to evaluate the effluent TSS concentration from a plant is to

Check the grab sample at peak flow


Check the composite sample of TSS

Check the grab sample at low flow


Check the grab sample during average flow

Term 5 of 79
What type of microorganisms can use nitrate as a source of oxygen?

Aerobic bacteria

Anaerobic bacteria

Facultative bacteria


Zoogleal

Term 6 of 79
Which flowrate should you use to calculate the hydraulic loading to a trickling filter?

Plant inflow

Plant inflow minus recirculated flow


Plant inflow plus recirculated flow

Recirculated flow

Term 7 of 79
What is the typical removal efficiency of settable solids in a primary clarifier?

95 to 99%


40 to 60%

20 to 50%

10 to 15%

,Term 8 of 79
What creates hydrogen sulfide?

Excessive aeration


Surface active agents

Organic matter under aerobic condition

Decomposing organic matter under anaerobic condition

Term 9 of 79
What is the purpose of a Parshall flume?

measure turbidity


measure flowrate

measure settling rate

measure solids content

Term 10 of 79
What is the main reason for preventing a direct connection between potable water pipe and a
stuffing box (packings) of a wastewater pump?

Wears out the glands quicker


Glands should not be wet

Potable water will rapidly destroy the stuffing box

Cross Connection

Term 11 of 79
How will algae impact the chlorine demand in the pond effluent?

Slightly decreases chlorine demand

Does not affect chlorine demand

Significantly decreases chlorine demand

Increases chlorine demand

, Term 12 of 79
Which of the following enters the headworks of a treatment plant?

Effluent


Supernatant

WAS

Influent

Term 13 of 79
What is the purpose of the grit channel?

Remove dissolved and non-settleable organics

Remove heavy inorganic wastes

To allow activated sludge to settle

Remove substances that float and readily settle from the wastewater as part of primary
treatment

Term 14 of 79
If a primary clarifier is placed out of service, then how should a plant with at least two trickling
filters operate the system?

Operate the filters in parallel

Divert the influent to several trickling filters

Operate the filters in series

Maintain existing operation without changing filter arrangement

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