Worksheet Grade 12 Careers & CTE

Marchbourne Creek Spill Response: Coordinator Field Math

Grade 12 worksheet using stream velocity, travel time, and the pounds formula to judge how a fertilizer spill affects a fictional town's drinking water intake.

Objectives

  1. Students will calculate stream velocity from discharge and cross-sectional area and use it to find travel time to a downstream intake.
  2. Students will calculate a contaminant concentration in a stream and in a reservoir using the pounds formula.
  3. Students will evaluate three response measures against the physical behavior of a dissolved contaminant.

Vocabulary

Action level
A trigger number in lead and copper testing. If too many homes test above this level, the utility must take steps like improving treatment and telling the public.

Also: discharge, cross-sectional area, travel time, dilution, source water

Teacher overview

When a spill reaches a stream that supplies a drinking water intake, one of the first questions a response coordinator answers is how long the utility has before the contaminant arrives. This worksheet places students in that role after a tanker accident on Marchbourne Creek upstream of the fictional town of Foxcote, and works through velocity, travel time, in-stream concentration, and reservoir dilution before asking which response measure would actually help. The error to watch for is the assumption that a larger stream always dilutes a spill to safety, since the concentration depends on the mass released and the volume of water passing during the release rather than on the size of the stream alone.

Answer Key

  1. Answer: 39.6 square feet. Area = 22 feet wide x 1.8 feet deep = 39.6 square feet.
  2. Answer: 0.96 ft/s. Rearranging Q = A x V gives V = 38 cubic feet per second / 39.6 square feet = 0.9596, which rounds to 0.96 feet per second.
  3. Answer: 4.9 hours. The distance is 3.2 miles x 5,280 feet per mile = 16,896 feet. Time = 16,896 feet / 0.96 feet per second = 17,600 seconds, and 17,600 / 3,600 seconds per hour = 4.89, which rounds to 4.9 hours.
  4. Answer: 24.6 MGD. Flow = 38 cfs / 1.547 cfs per MGD = 24.56, which rounds to 24.6 million gallons per day.
  5. Answer: 17,054.4 gpm. Flow = 38 cfs x 448.8 gpm per cfs = 17,054.4 gallons per minute.
  6. Answer: 1,023,264 gallons. Volume = 17,054.4 gallons per minute x 60 minutes = 1,023,264 gallons.
  7. Answer: 1.02; that is 1.02 million gallons. Dividing, 1,023,264 gallons / 1,000,000 = 1.023264, which rounds to 1.02 million gallons.
  8. Answer: 105.5 mg/L. Concentration = 900 pounds / (1.023264 million gallons x 8.34 pounds per gallon). The denominator is 8.534, and 900 / 8.534 = 105.46, which rounds to 105.5 milligrams per liter.
  9. Answer: 8.8. Dilution factor = 105.5 mg/L / 12 mg/L = 8.79, which rounds to 8.8. The slug has to be diluted to roughly nine times its original volume before its concentration reaches the action level.
  10. Answer: 2.3 mg/L. Concentration = 900 pounds / (46 million gallons x 8.34 pounds per gallon). The denominator is 383.64, and 900 / 383.64 = 2.346, which rounds to 2.3 milligrams per liter.
  11. Answer: Yes. At 2.3 mg/L the fully mixed reservoir sits well under the 12 mg/L action level, which is why holding the intake closed until the slug passes and then relying on reservoir mixing is a workable strategy here.
  12. Answer: Closing the intake for eight hours. The travel time from item 3 is under five hours, so an eight-hour closure keeps the most concentrated water out of the plant entirely. A floating boom holds back material that floats on the surface and does nothing for a contaminant already dissolved through the water column, and coagulant removes particles rather than dissolved nitrogen, so neither of the other measures keeps the dissolved nitrogen out of the plant.

Differentiation

Support

Provide a labeled sketch of the creek cross-section for item 1 and give the mile-to-foot conversion already worked for item 3. Supply the pounds formula rearranged for concentration on a reference card, and complete item 8 with the class before students attempt item 10 on their own. Students who complete items 1 through 8 have met the first two objectives.

Extension

Ask students to calculate how much longer the intake would have to stay closed if the creek were flowing at half the discharge given here, and explain why a low-flow spill is the harder case. Students can also design a sampling plan that states where and how often they would collect samples between the bridge and the intake, and what result would justify reopening.

ELL supports

Pre-teach discharge, cross-section, velocity, travel time, dilution, and action level with a plan-view diagram showing the bridge, the creek, the intake, and the reservoir with the distance labeled. Provide a units checklist students can tick as they complete each conversion, and allow items 11 and 12 to be answered with a choice plus one supporting number.

Extensions

Have students locate the source water assessment their own utility has published and identify the roads, rail lines, or facilities listed as potential contamination sources upstream of the intake. Students can also invite a county emergency management official to describe how a spill notification actually reaches a water utility and how quickly an intake can be closed.