Difficulty: Easy
Correct Answer: 10 to 15 kL/m2/hr
Explanation:
Introduction / Context:
Rapid sand filters (RSF) are widely used in municipal plants for turbidity removal after coagulation–flocculation and sedimentation. Their hallmark is a comparatively high filtration rate versus slow sand filters.
Given Data / Assumptions:
Concept / Approach:
Standard design guidance places RSF rates roughly in the 5–15 m/h band; many plants adopt 10–15 m/h for balanced performance and run time between backwashes.
Step-by-Step Solution:
Verification / Alternative check:
Check headloss buildup and effluent turbidity; design manuals cite similar ranges for conventional RSF.
Why Other Options Are Wrong:
Common Pitfalls:
Confusing RSF with slow sand rates; ignoring unit equivalence; overdriving filters causing short runs.
Final Answer:
10 to 15 kL/m2/hr
Discussion & Comments