Lesson plan Grade 6 Engineering & Design

Choosing a Wet Well Size for the Wrayside Lift Station

Students size the working volume a fictional sewage lift station needs, then test three proposed wet wells against a pump-start rule and a width limit.

Objectives

  1. Students will calculate the storage a lift station needs from an inflow rate and a pump-start rule.
  2. Students will find the working volume of three rectangular wet wells in cubic feet and in gallons.
  3. Students will select the one design that satisfies both the volume rule and the width limit.

Vocabulary

Lift station
A lift station is a pumping setup that raises wastewater from a low spot so it can keep flowing toward the treatment plant. Sewers mostly flow downhill, so low areas need a lift.
Easement
The legal right to use a strip of someone else's land for a specific purpose, such as burying and maintaining a water pipe underneath it.

Also: wet well, working volume, pump start

Teacher overview

Sewer pipes run downhill, so a neighborhood in a low spot needs a pumped station that lifts its sewage up to the next gravity line. The tank that holds sewage between pump runs is the wet well, and its size is a design decision with a rule on each side. The lesson gives students a fictional station on Wrayside Street in the town of Ivesdale, three proposed wet wells, a limit on how often the pump may start, and a width limit set by the easement, and asks which proposal the town should build. The misconception worth naming out loud is that a larger tank is always the safer choice. An oversized wet well holds sewage so long that it goes stale and smells, and grease cakes on the walls, so operators size these tanks to be just large enough rather than as large as the site allows.

Procedure

  • Framing the problem (7 min). Draw a sewer line dropping downhill into a buried tank with a pump at the bottom. Ask why the pump cannot simply run all the time at the speed sewage arrives, and steer the answer toward the fact that flow rises and falls all day while a pump has one speed. Introduce the term working volume as the water held between the level that starts the pump and the level that stops it.
  • Reading the design brief (8 min). Distribute the handout and read the brief aloud. In pairs, students state the two constraints, which are the six-starts-per-hour limit (which sets the smallest storage allowed) and the 4.5-foot width limit, and the criterion, which is a well no larger than it needs to be so sewage does not sit and go stale. Add the criterion yourself if no pair names it. Record the list on the board and leave it up.
  • Modeling the conversion (10 min). Work a practice tank at the board that is not on the handout: a well 3 feet long, 3 feet wide, with a working depth of 2 feet holds 18 cubic feet, and 18 times 7.48 gives 134.64 gallons. Show the multiplication of the decimal in full. Ask students to say which number in the product is a rate and what its units are.
  • Student handout (20 min). Students complete items 1 through 12. Circulate and check item 2 early, because students who divide the hourly inflow by 60 minutes instead of by the 6 starts will carry that error through the rest of the page.
  • Design decision and exit check (5 min). Take a show of hands for each option, then call on one student per option to state which tests their option passed or failed. Close with an exit ticket: "Name the option you chose and the test that removed each of the other two." If fewer than 80 percent of tickets name both removed options correctly, revisit items 10 and 11 the next day.

Answer Key

  1. Answer: 1,800 gallons.
    30 gallons per minute times 60 minutes gives 1,800 gallons.
  2. Answer: 300 gallons.
    1,800 gallons divided by 6 starts gives 300 gallons for each start.
  3. Answer: 40 cubic feet.
    4 times 4 times 2.5 gives 40 cubic feet.
  4. Answer: 299.2 gallons.
    40 cubic feet times 7.48 gallons per cubic foot gives 299.2 gallons.
  5. Answer: 50 cubic feet.
    5 times 5 times 2 gives 50 cubic feet.
  6. Answer: 374 gallons.
    50 cubic feet times 7.48 gallons per cubic foot gives 374 gallons.
  7. Answer: 48 cubic feet.
    4 times 4 times 3 gives 48 cubic feet.
  8. Answer: 359.04 gallons.
    48 cubic feet times 7.48 gallons per cubic foot gives 359.04 gallons.
  9. Answer: 0.8 gallon.
    300 gallons minus 299.2 gallons leaves 0.8 gallon. Option 1 misses the rule by less than one gallon, which is still a miss.
  10. Answer: Option 2.
    Option 2 is 5 feet wide, and 5 feet is more than the 4.5-foot limit, so it cannot be built in the easement even though it stores the most water.
  11. Answer: Option 3.
    Option 2 fails the width limit at 5 feet. Option 1 fits the easement but holds 299.2 gallons, which is under the 300-gallon rule. Option 3 fits at 4 feet wide and holds 359.04 gallons, so it is the only option that clears both tests.
  12. Answer: 59.04 gallons.
    359.04 gallons minus 300 gallons leaves 59.04 gallons of extra storage.

Differentiation

Support

Provide a handout with items 1 and 3 worked, and supply a drawing of one wet well labeled with length, width, and working depth so the three dimensions are visible before the multiplication starts. Allow calculators throughout and accept answers rounded to the nearest tenth of a gallon.

Extension

Ask students to find the working depth that would let a well 4 feet by 4 feet hold exactly the required storage, then explain in writing why a designer would still build the well slightly deeper than that answer.

ELL supports

Pre-teach "lift station," "wet well," "working depth," and "easement" with a labeled cutaway drawing, and post the volume formula with each letter matched to a labeled edge in the drawing. Allow students to answer items 10 and 11 by circling the option and pointing to the failed rule.

Extensions

Have students look up whether their own town lists any pump or lift stations on a public utility map, and write a short paragraph on why a station is usually placed at the lowest point of a neighborhood rather than at the highest.