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Exam (elaborations)

WASTEWATER CLASS C EXAM QUESTIONS WITH THE LATEST AND UPDATED SCORES

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WASTEWATER CLASS C EXAM QUESTIONS WITH THE LATEST AND UPDATED SCORES

Institution
Wastewater Treatment
Course
Wastewater treatment









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Institution
Wastewater treatment
Course
Wastewater treatment

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Uploaded on
January 24, 2025
Number of pages
12
Written in
2024/2025
Type
Exam (elaborations)
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WASTEWATER CLASS C EXAM QUESTIONS WITH THE
LATEST AND UPDATED SCORES.

1) Industrial waste materials which are usually not compatible with municipal
_ _ _ _ _ _ _ _ _ _




treatment plants include: _ _




A. chemical oxygen demand _ _




B. Heavy metals. _




C. petroleum fats , oils and greases _ _ _ _ _




D. nitrogen and phosphorus compounds. _ _ _




E. B and C -- Correct Answer ✔✔ B. Heavy metals.
_ _ _ _ _ _ _ _ _




2) Sludge is observed to accumulate in the final clarifier. This may be caused by :
_ _ _ _ _ _ _ _ _ _ _ _ _ _




A. plugged sludge collectors return pumps or waste pumps _ _ _ _ _ _ _




B. too high a return rate. _ _ _ _




C. excessive solids wasting. _ _




D. hydraulically overloaded clarifier _ _




E. All of the above. -- Correct Answer ✔✔ A. plugged sludge collectors
_ _ _ _ _ _ _ _ _ _ _ _




return pumps or waste pumps _ _ _ _




3) What is the relationship between the F/M ratio and the MCRT sludge age for a
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _




particular plant when the aerator detention time is a constant value.
_ _ _ _ _ _ _ _ _ _




A. these to control parameters are unrelated.
_ _ _ _ _




B. When one increases the other increases. _ _ _ _ _




C. When one increases the other decreases. _ _ _ _ _




D. it is a direct relationship
_ _ _ _




E. The F/M ratio is one tenth of the MCRT (Sludge Age) -- Correct Answer
_ _ _ _ _ _ _ _ _ _ _ _ _ _




✔✔ C. When one increases the other decreases.
_ _ _ _ _ _ _

, 4) Using results only from the settle-ability test and MLSS test of activated sludge
_ _ _ _ _ _ _ _ _ _ _ _ _




solids the operator will be able to
_ _ _ _ _ _ _




A. calculate the F/M ratio _ _ _




B. Set the doge for chlorinating the return activated sludge
_ _ _ _ _ _ _ _




C. Calculate the MCRT _ _




D. Calculate the SVI _ _




E. A and C -- Correct Answer ✔✔ D. Calculate the SVI
_ _ _ _ _ _ _ _ _ _




5) Which of the following F/M ratios would be in the proper rage for a contact
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _




stabilization activated sludge plant? _ _ _




A. 0.08
B. 0.12
C. 0.30
D. 0.75
E. 1.25 -- Correct Answer ✔✔ C. 0.30
_ _ _ _ _ _




6) Short circuiting in a final sedimentation process:
_ _ _ _ _ _




A. is probably caused by mechanical failures.
_ _ _ _ _




B. usually represents a hydraulic deficiency of design or operation
_ _ _ _ _ _ _ _




C. Increases efficiency by facilitating rapid movement of treatment plant
_ _ _ _ _ _ _ _ _




effluent
D. has no effect on plant performance.
_ _ _ _ _




E. All of the above. -- Correct Answer ✔✔ B. usually represents a hydraulic
_ _ _ _ _ _ _ _ _ _ _ _ _




deficiency of design or operation _ _ _ _




7) An old, over oxidized sludge at an underloaded plant produces mixed liquor solids
_ _ _ _ _ _ _ _ _ _ _ _




that
_ _




A. settle slowly but produce a clear effluent
_ _ _ _ _ _




B. Settle rapidly leaving a turbid supernatant.
_ _ _ _ _




C. Cannot nitrify but turn septic readily in the final clarifier
_ _ _ _ _ _ _ _ _




D. All the above
_ _
R207,22
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