Math problem set Grade 9 Science

Orrick Treatment Plant: Detention Time and Filter Loading

A grade 9 problem set where students find a sedimentation basin's detention time and a sand filter's loading rate for a fictional treatment plant.

Objectives

  1. Students will find a rectangular basin's volume in cubic feet and gallons.
  2. Students will calculate detention time from a basin volume and a plant flow.
  3. Students will calculate a filter loading rate and compare it to a typical design range.

Vocabulary

Detention time
Detention time is how long water stays inside a tank or basin before flowing out. Water must stay long enough for each treatment step, like settling or disinfecting, to finish its job.
Flow rate
Flow rate measures how much water moves past a point in a certain amount of time, like gallons per minute through a garden hose. Bigger pipes and stronger pushes give bigger flow rates.

Also: sedimentation basin, filter loading rate

Teacher overview

Before water is filtered, a treatment plant slows it down in a sedimentation basin so heavy particles can settle out. How long the water sits there is the detention time, found by dividing the basin's volume by the plant's flow. After settling, the water passes through sand filters, and operators track the filter loading rate to be sure it stays in a safe range. This set works through those calculations for the fictional town of Orrick using the same formulas operators use on the job.

A common misconception is to compare two flows or volumes that are in different units. Students must convert the basin volume to gallons and the flow to gallons per minute before dividing, or the detention time will be wrong.

Answer Key

  1. Answer: 28,800 cubic feet. Volume = 80 × 30 × 12 = 28,800 cubic feet.
  2. Answer: 215,424 gallons. 28,800 cubic feet × 7.48 gallons per cubic foot = 215,424 gallons.
  3. Answer: 1,041 gpm. 1.5 MGD × 694 gpm per MGD = 1,041 gallons per minute.
  4. Answer: 207 minutes. 215,424 gallons ÷ 1,041 gallons per minute = 206.9, which rounds to 207 minutes.
  5. Answer: 3.5 hours. 207 minutes ÷ 60 minutes per hour = 3.45, which rounds to 3.5 hours.
  6. Answer: Yes. 3.5 hours falls within the usual 2 to 4 hour design range.
  7. Answer: 4 gpm per square foot. 800 gpm ÷ 200 square feet = 4 gallons per minute per square foot.
  8. Answer: Yes. 4 gpm per square foot falls within the 2 to 6 range.
  9. Answer: 6.5 gpm per square foot, which is above the range. 1,300 gpm ÷ 200 square feet = 6.5, which is higher than the 6 gpm per square foot upper limit.
  10. Answer: At a higher loading rate the water moves through the sand faster, so particles have less time to be trapped. Some of them are carried through the filter instead of being caught, which lets more particles reach the finished water.

Differentiation

Support

Provide the basin volume from item 1 already calculated and a conversion reference card listing "1 cubic foot = 7.48 gallons" and "1 MGD = 694 gpm" so students can focus on the detention-time and loading-rate steps.

Extension

Have students find the largest plant flow, in MGD, that would still keep the basin's detention time at or above the 2-hour minimum, working backward from the detention-time formula.

ELL supports

Pre-teach "sedimentation basin," "detention time," and "filter loading rate" with a labeled diagram of water settling in a basin and then passing down through sand. Provide the formulas as arrow rules on a printed strip.