Worksheet Grade 11 Careers & CTE

Shalecombe Creek Stream Gauging: A Field Technician Worksheet

A grade 11 careers worksheet in which a watershed technician gauges a creek by the mid-section method, totals discharge, and converts it to gpm, MGD, and a daily volume.

Objectives

  1. Students will compute subsection areas and discharges from measured widths, depths, and velocities.
  2. Students will total a stream cross-section's discharge and convert it to gallons per minute and million gallons per day.
  3. Students will explain why a technician measures velocity at several points across a channel rather than at one.

Vocabulary

Key words: discharge, mid-section method, cross-sectional area, mean velocity, stream gauging

Teacher overview

Measuring how much water a stream carries is a field job with a tape, a wading rod, and a current meter, and the arithmetic that follows is what turns a morning of measurements into a number a watershed council can act on. This worksheet uses the fictional Shalecombe Creek, where a technician gauges the channel before and after a restoration project that widened it. Students compute each subsection's area and discharge, total them, and then convert the result into the units a utility, a regulator, and a landowner each expect. The misconception this worksheet corrects is the belief that a wider or deeper channel automatically carries more water; discharge is area times velocity, so a channel that widens and slows can carry exactly what it carried before.

Answer Key

  1. Answer: 2.8 square feet.
    Area equals width times depth: 2.0 feet times 1.4 feet equals 2.8 square feet.
  2. Answer: 5.32 cfs.
    Discharge equals area times velocity: 2.8 square feet times 1.9 feet per second equals 5.32 cubic feet per second.
  3. Answer: 0.96 cfs.
    S1's area is 2.0 times 0.6, or 1.2 square feet, and 1.2 times 0.8 feet per second equals 0.96 cubic feet per second.
  4. Answer: 9.2 square feet.
    The five areas are 1.2, 2.2, 2.8, 2.0, and 1.0 square feet. Their sum is 9.2 square feet.
  5. Answer: 13.08 cfs.
    The five discharges are 0.96, 3.30, 5.32, 2.80, and 0.70 cubic feet per second. Their sum is 13.08 cubic feet per second.
  6. Answer: 1.42 ft/s.
    13.08 cubic feet per second divided by 9.2 square feet equals 1.42174, which rounds to 1.42 feet per second. This is lower than S3's measured 1.9 feet per second because the shallow edges pull the average down.
  7. Answer: 5,870.3 gpm.
    13.08 cubic feet per second times 448.8 gallons per minute per cubic foot per second equals 5,870.304, which rounds to 5,870.3 gallons per minute.
  8. Answer: 8.46 MGD.
    13.08 cubic feet per second divided by 1.547 cubic feet per second per million gallons per day equals 8.4551, which rounds to 8.46 million gallons per day.
  9. Answer: 8,453,238 gallons.
    5,870.304 gallons per minute times 1,440 minutes per day equals 8,453,237.76 gallons, which rounds to 8,453,238 gallons. This agrees with the 8.46 million gallons per day found in item 8.
  10. Answer: 13.08 cfs.
    Discharge equals area times mean velocity: 12.46 square feet times 1.05 feet per second equals 13.083, which rounds to 13.08 cubic feet per second.
  11. Answer: The discharge is the same because the channel gained about as much area as it lost in velocity.
    Discharge is the product of area and velocity, so the two can trade against each other. The restored reach carries 12.46 square feet of water instead of 9.2, an increase of about 35 percent, while mean velocity fell from 1.42 to 1.05 feet per second, a decrease of about 26 percent. Multiplying the larger area by the smaller velocity returns the same 13.08 cubic feet per second, which is what the technician expected when gauging at a similar base flow, since a restoration project reshapes a channel rather than adding water to the watershed.
  12. Answer: Velocity is not uniform across a channel, so one reading in the middle would overstate the whole.
    Friction against the banks and the streambed slows the water at the edges and near the bottom, which is why S1 and S5 read 0.8 and 0.7 feet per second while S3 reads 1.9. Using the middle reading for the whole cross-section would have given 9.2 times 1.9, or 17.48 cubic feet per second, which overstates the true discharge by about a third. Measuring each subsection separately keeps each velocity paired with the area it actually applies to.

Differentiation

Support

Provide the five subsection areas for the fictional creek already computed so students can begin the discharge column in items 2 and 3 without stalling, and give a printed conversion card listing the two flow conversions used on the worksheet.

Extension

Ask students to find what mean velocity the restored reach of the fictional creek would need in order to carry twice the discharge measured in item 5 at the same 12.46 square feet of area, then judge whether that velocity is plausible for a restored channel with a gravel bed.

ELL supports

Pre-teach "discharge," "cross-section," "subsection," and "mean velocity" with a labeled front-view sketch of the fictional creek showing the five vertical strips, the wading rod, and the current meter. Provide the sentence frame "Discharge stayed the same because the area went ___ while the velocity went ___" for item 11.

Extensions

Have students sketch the fictional creek's cross-section to scale on graph paper from the width and depth table, shade the wetted area, and compare their drawn area to the 9.2 square feet computed in item 4, explaining any difference.