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Circular secondary clarifier at a wastewater treatment plant

Free practice · Wastewater Treatment

Grade 2 Wastewater Treatment Practice Questions

Answer each question, then reveal the correct answer and a full explanation. This is independent study material aligned to commonly tested topics, not official exam questions — exact content varies by state and exam vendor.

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Question 1Concept

What is the primary purpose of bar screens in preliminary wastewater treatment?

Question 2Math

A tank holds 50,000 gallons and receives a flow of 100,000 gallons per day. What is the detention time?

Question 3Concept

What is the primary purpose of grit removal in preliminary wastewater treatment?

Question 4Math

A primary clarifier has a surface area of 1,000 ft² and receives a flow of 1.0 MGD. What is the surface overflow rate?

Question 5Concept

Why is dechlorination often required after disinfecting wastewater effluent with chlorine?

Question 6Math

A plant receives a flow of 2.0 MGD with a BOD concentration of 220 mg/L. What is the BOD loading in lbs/day?

Question 7Concept

What is the main difference between primary and secondary treatment in a wastewater plant?

Question 8Concept

In the activated sludge process, what does a high sludge volume index (SVI) typically indicate?

Question 9Math

A 1-liter sample of mixed liquor settles to 250 mL after 30 minutes. The MLSS concentration is 2,500 mg/L. What is the SVI?

Question 10Concept

What is the primary function of the secondary clarifier following the aeration basin?

Want the full topic breakdown for this exam? See the Grade 2 Wastewater Treatment exam guide, or start from the Wastewater Treatment overview.