Math problem set Grade 10 Engineering & Design

Sawtooth Ridge Booster Pump Station: Flow and Pressure Problems

A grade 10 engineering math set sizing a booster pump station for a fictional hillside subdivision, chaining flow, pipe-velocity, and pressure-head conversions.

Objectives

  1. Convert a peak flow rate through gpm and cfs using standard water-industry conversions.
  2. Apply the continuity equation to find water velocity inside a supply pipe.
  3. Calculate the total pressure a booster pump must add to overcome elevation and meet a minimum service-pressure requirement.

Vocabulary

Pump station
A pump station is a building full of powerful pumps that push water through pipes or lift it uphill. Pumps give water the extra push that gravity alone cannot provide.
Centrifugal pump
A centrifugal pump is the most common kind of water pump, using a spinning wheel called an impeller to fling water outward and build up pressure. Treatment plants, pump stations, and even most home well pumps use this design.
Total dynamic head (TDH)
Total dynamic head is the total amount of lift a pump has to provide to move water where it needs to go, adding up the height it must lift the water, the friction it must overcome in the pipes, and the pressure needed at the far end. Engineers calculate it to pick a pump that is powerful enough for the job.
Hydraulic head
Hydraulic head is the height of water pushing down on a spot, which tells you how much pressure it creates. The taller the column of water above you, the harder it pushes.

Teacher overview

Sawtooth Ridge, a fictional hillside subdivision invented for this problem set, sits above the reach of its town's gravity-fed distribution system, so engineers are sizing a booster pump station to serve it. This set walks students through converting the station's peak flow through several water-industry units, finding the velocity of water inside the supply pipe, and calculating the total pressure the pump must add to overcome elevation and still meet the minimum pressure homes require. A common misconception in this math is treating psi and feet of head as interchangeable numbers instead of converting between them with the correct constant; watch for that error in items 6 through 8.

Answer Key

  1. Answer: 520.5 gpm.
    0.75 MGD × 694 gpm/MGD = 520.5 gpm.

  2. Answer: 8.675 gal/sec.
    520.5 gpm ÷ 60 sec/min = 8.675 gallons per second.

  3. Answer: 0.785 sq ft.
    Diameter = 1 ft, so Diameter² = 1, and Area = 0.785 × 1 = 0.785 square feet.

  4. Answer: 1.16 cfs.
    8.675 gal/sec ÷ 7.48 gal/cu ft ≈ 1.1598, which rounds to about 1.16 cubic feet per second.

  5. Answer: 1.48 ft/sec.
    Velocity = Q ÷ Area = 1.16 ÷ 0.785 ≈ 1.4777, which rounds to about 1.48 feet per second.

  6. Answer: 90.93 psi.
    210 ft × 0.433 psi/ft = 90.93 psi.

  7. Answer: 110.93 psi.
    90.93 psi (elevation) + 20 psi (minimum service pressure) = 110.93 psi, roughly 111 psi.

  8. Answer: 256.2 ft total head.
    20 psi × 2.31 ft/psi = 46.2 ft, and 210 ft (elevation) + 46.2 ft (pressure requirement) = 256.2 feet of total head. This matches item 7's answer, since 110.93 psi × 2.31 ft/psi ≈ 256.2 ft as well, within rounding.

  9. Answer: 750,000 gallons.
    Because 1 MGD means one million gallons per day, 0.75 MGD equals 0.75 × 1,000,000 = 750,000 gallons in a 24-hour day.

  10. Answer: Accept any answer explaining that the pump must be able to meet the highest expected demand, such as a morning peak, without the subdivision's pressure dropping below the required minimum; sizing the pump only for average demand would leave the subdivision under-pressured during peak hours, risking backflow contamination and inadequate service exactly when demand is highest.

Differentiation

Support (below grade level)

Provide the unit-conversion chain as a labeled flowchart (MGD → gpm → gal/sec → cfs) with each constant already written next to its arrow, and allow students to complete items 1 through 4 with a calculator and the flowchart in hand before attempting items 5 through 8 independently.

Extension (above grade level)

Ask students to recalculate the pump station's required total head (item 8) if the subdivision's highest point were instead 260 feet above the pump station, and to explain how that change would affect the total pressure the pump must deliver.

ELL supports

Provide a labeled diagram of the pump station, the 210-foot elevation, and the subdivision, with the key terms "elevation," "pressure," and "flow" marked directly on the diagram. Allow students to show their work numerically for items 1 through 9 and answer item 10 with a short spoken explanation instead of writing.