Lab / experiment Grade 12 Engineering & Design

Build and Test a Bench-Scale Sand Filter: Loading Rate and Clarity

A grade 12 engineering lab where students build a sand filter column, measure its flow, and compute the loading rate in gpm per square foot against the design range.

Objectives

  1. Students will build a layered sand filter column and run water through it at a measured flow.
  2. Students will compute the filter loading rate in gpm per square foot and compare it against the design range.

Vocabulary

Turbidity
Turbidity is a measure of how cloudy or murky water looks because of tiny particles floating in it. Clear water has low turbidity, and muddy water has high turbidity.
Filtration
Filtration is the step where water passes through layers of sand, gravel, or other materials that trap the small particles still left in it. It works like a very fine strainer.

Also: loading rate, media

Teacher overview

A treatment plant's filters are rated by their loading rate, the flow they carry for each square foot of surface. Conventional rapid sand filters are designed to run at about 2 to 6 gallons per minute for each square foot of surface. In this lab, students build a small sand filter column, run water through it, and compute its loading rate in the same units a plant operator uses. They then compare their filter to the real turbidity standard of 0.3 NTU that finished water must meet, and see why clearing visible cloudiness is not the same as making water safe.

Answer Key

  1. Answer: about 0.049 square feet.
    Area = 0.785 x (0.25 foot) squared = 0.785 x 0.0625 = 0.0491, which rounds to about 0.049 square feet.
  2. Answer: varies by group's own data.
    Each trial's flow equals the collected volume in gallons divided by the time in minutes. Convert mL to gallons by dividing by 3,785, and convert seconds to minutes by dividing by 60. Accept any value consistent with the group's recorded volume and time.
  3. Answer: about 0.198 gpm.
    500 mL / 3,785 mL per gallon = 0.1321 gallon. 40 seconds / 60 = 0.6667 minute. Flow = 0.1321 / 0.6667 = 0.1981, which rounds to about 0.198 gpm.
  4. Answer: about 4.04 gpm per square foot.
    Loading rate = flow / area = 0.198 gpm / 0.049 square feet = 4.04 gpm per square foot.
  5. Answer: Yes, it is within range.
    The rate of 4.04 gpm per square foot falls between 2 and 6, so this bench filter loads at a rate similar to a real rapid sand filter. Accept a group's own value with a correct comparison, since real trials will vary.
  6. Answer: Clarity is not the same as safety.
    Accept any sound explanation: the filter removes visible sediment but not the microscopic particles, bacteria, viruses, or dissolved contaminants that make water unsafe. Real plants add disinfection and continuous testing, and only a lab test can confirm the water meets the standard.

Differentiation

Support

Pre-build one demonstration column so groups can copy the layer order. Provide a data table with one trial instead of three, and give the area from question 1 already worked.

Extension

Have groups test a second design, such as a deeper sand layer or an added fine-sand layer, measure its loading rate the same way, and write a short comparison of which design cleared the water better at a similar loading rate.

ELL supports

Provide picture cards for each layer (screen, cotton, gravel, sand) labeled with its name. Allow students to record clarity with the numbered card alone and to show the loading-rate work as a labeled equation.