Test how sampling timing changes a sediment estimate
Compare paired interval products with averages and single-sample extrapolations.
Learning outcome: Explain why concentration timing matters and why one coincidentally correct estimate does not validate a sampling method.
Starting recap
The three concentration schedules contain the same values in different orders. Flow-weighted concentration depends on which values coincide with larger water volumes.
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Try
At multiplier 1, aligned concentrations give 151,200 kg, while early or late peaks give 100,800 kg despite identical arithmetic means.
Open the experimentPredict
Will multiplying mean flow by mean concentration reproduce all three event loads?
Experiment
Compare all three timing schedules at multiplier 1. Record true paired-bin totals, the mean-product shortcut and first-bin extrapolation; identify a coincidental agreement.
Integrate a storm suspended-sediment load
Worked teaching model · synthetic values · Six fictional one-hour intervals with constant values within each interval. Base streamflow is 10, 20, 40, 40, 20, 10 m³/s. Concentration is assumed representative of the whole flowing cross-section, not a point sample or turbidity reading. Changing timing rearranges the same six concentration values. Flow scaling holds concentration fixed as a controlled accounting exercise, not a causal runoff or erosion model. The paired sum is exact only for these supplied piecewise-constant records; bedload and dissolved material are excluded.
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| Hours | Q (m³/s) | C (mg/L) | Rate (kg/s) | Hour mass (kg) | Cumulative (kg) |
|---|---|---|---|---|---|
| 0–1 | 10 | 100 | 1.00 | 3,600 | 3,600 |
| 1–2 | 20 | 200 | 4.00 | 14,400 | 18,000 |
| 2–3 | 40 | 400 | 16.00 | 57,600 | 75,600 |
| 3–4 | 40 | 400 | 16.00 | 57,600 | 133,200 |
| 4–5 | 20 | 200 | 4.00 | 14,400 | 147,600 |
| 5–6 | 10 | 100 | 1.00 | 3,600 | 151,200 |
| Method | Mass (kg) | Error: estimate minus paired sum (kg) | Relative error (%) |
|---|---|---|---|
| Paired hourly integration | 151,200 | 0 | 0.00 |
| Product of separate time means | 117,600 | -33,600 | -22.22 |
| First-bin concentration for all water | 50,400 | -100,800 | -66.67 |
Time-mean Q: 23.333 m³/s; time-mean C: 233.333 mg/L. Water volume: 504,000 m³. Flow-weighted C: 300.000 mg/L. Equal separate means do not preserve the time pairing needed for load. A shortcut that matches one case can still be unreliable in another.
These are fictional interval records, not storm measurements. A section's suspended load omits bedload and dissolved material and cannot locate sediment sources or separate fresh erosion from remobilized storage. Real sampling must address timing and cross-section representativeness.
Six-hour suspended mass: 151,200 kg (151.2 metric tonnes). Water volume: 504,000 m³.
Rate = Q × C × 0.001 kg/s; each hourly mass is rate × 3,600 s. Flow-weighted concentration = 300.00 mg/L; separate time-mean concentration = 233.33 mg/L. Suspended mass at this section is not whole-watershed gross erosion.
Captures preserve recipes and replay their calculated results. They are synthetic model evidence, not physical measurements.
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Public practice checks a specific claim. It does not establish independent mastery.
Explain the lost pairing information, propose a timed sampling plan and distinguish cross-sectional representativeness from temporal coverage.
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