Level 1 · Entry sample questions
5 free sample questions on primary treatment for the Level 1 · Entry wastewater treatment operator exam. Try each one, then open the answer to check your work.
What is the main purpose of a **primary clarifier**?
Answer: B. Allow settleable solids to sink for removal
A primary clarifier slows wastewater so readily settleable solids sink and can be removed as primary sludge.
What is the main purpose of primary clarification?
Answer: A. To remove settleable and floatable solids
Primary clarification separates solids that settle to the bottom and material that floats to the surface.
A primary clarifier skimmer moves the surface mat into its collection box. The box level stays high, and the scum sump receives no flow. What should the operator check first?
Answer: D. Inspect the scum drain
The skimmer delivers the mat to the collection box, but no flow reaches the sump, so a restricted scum drain is the direct first check. Adjusting the blade does not fit successful delivery to the box; the effluent weir and sludge withdrawal do not carry scum from the box.
A primary clarifier sludge blanket is rising. The sludge totalizer shows 9,000 gal/day removed, compared with the usual 18,000 gal/day. What should the operator do first?
Answer: D. Restore sludge withdrawal
The removed volume fell from the usual 18,000 gal/day to 9,000 gal/day, a decrease of 9,000 gal/day. That evidence supports insufficient sludge withdrawal, so restoring normal withdrawal is the first response. Raising collector speed, increasing scum-removal cycles, or adding coagulant does not correct the reduced underflow volume.
One section of a primary clarifier has turbid effluent and a surface current from the inlet. The blanket is low, and other weir sections are clear. What is the likely condition?
Answer: A. Uneven basin flow
The localized surface current from the inlet and turbidity at one outlet section indicate uneven basin flow. A broken collector flight primarily disrupts solids collection, a clogged effluent-weir section changes withdrawal at the clogged section, and sludge bulking is not consistent with the low blanket and localized inlet-to-outlet current.
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