For plain primary sedimentation tanks, what is a typical range of surface overflow rate (also called overflow loading) expressed in litres per square metre per day?
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A25,000 to 35,000 litres/sq m/day
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B40,000 to 50,000 litres/sq m/day
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C50,000 to 60,000 litres/sq m/day
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D80,000 to 100,000 litres/sq m/day
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ENone of these
Answer
Correct Answer: 25,000 to 35,000 litres/sq m/day
Explanation
Introduction / Context:The surface overflow rate (SOR) is a primary sizing parameter for sedimentation tanks. It represents the flow per unit surface area and is linked to the theoretical particle settling velocity required for removal.
Given Data / Assumptions:
- Plain primary sedimentation for municipal wastewater.
- Typical design at average temperatures and normal solids loading.
Concept / Approach:For primary clarifiers, typical SOR values fall roughly in the 25,000–35,000 L/m²/day range (about 25–35 m³/m²/day). Designing within this band helps achieve reliable removal of settleable solids without excessive tankage or sludge blanket disturbance.
Step-by-Step Solution:Select the range reflecting common practice for primary clarifiers.Avoid higher SORs that risk insufficient settling or scouring under peak flow.Thus, 25,000–35,000 L/m²/day is appropriate.
Verification / Alternative check:Operational data across utilities show primary clarifiers meeting performance criteria with SORs near this band, adjusting for temperature and solids loading.
Why Other Options Are Wrong:
- 40,000–60,000 and higher: more typical of secondary clarifiers under certain conditions or risk poor primary solids capture.
- 80,000–100,000: too high for primary sedimentation in most cases.
- None of these: incorrect because a standard range is provided.
Common Pitfalls:Confusing primary and secondary clarifier SORs; neglecting peak-flow checks that may require additional area or flow equalization.
Final Answer:25,000 to 35,000 litres/sq m/day.