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Water Stable Aggregate Calculator

Calculate water-stable aggregate percentage from wet-sieving test results to assess soil structural health and erosion resistance.

About this calculator

This calculator implements the standard Kemper & Rosenau (1986) wet-sieving method — published as a chapter in the ASA-SSSA reference "Methods of Soil Analysis" — for measuring aggregate stability — how well soil clumps resist falling apart when wetted, which is the physical backbone of infiltration, root growth, and erosion resistance. You enter three weighed quantities from the lab procedure: the initial dry weight of soil aggregates placed on the sieve, the weight remaining after wet-sieving, and the weight of sand and coarse mineral fragments recovered afterward (sand isn't a true aggregate and must be subtracted out). The core formula, WSA% = (stable weight − sand weight) / (initial weight − sand weight) × 100, isolates the fraction of true water-stable soil structure.

From that percentage, the calculator derives a rough mean weight diameter (a simple linear approximation, not a full sieve-series calculation), an infiltration rate estimate scaled between roughly 0.1 and 6 inches per hour, and a crusting-risk category, since unstable aggregates disperse at the surface and seal into a crust that blocks water and seedling emergence. It also compares your result against an expected WSA% predicted from your organic matter percentage (a rough correlation of about 8 times your OM% plus 10), so you can see whether your soil structure is over- or under-performing what its organic matter content alone would predict. Keep in mind the mean weight diameter and expected-WSA formulas here are simplified linear approximations meant for quick field interpretation, not replacements for a full particle-size wet-sieving series report.

Inputs

oz
oz
oz
%

Results

Water-stable aggregates (%)

51.1%

Stability score (0-100)75
Est. mean weight diameter (mm)1.32
Est. infiltration rate (in/hr)3.1
vs. Expected (%)17.1
RatingStable
Erosion RiskModerate
Crust RiskLow

Figures current as of 1986. Source: Kemper, W.D., Rosenau, R.C. Aggregate Stability and Size Distribution. In: Klute, A. (Ed.), Methods of Soil Analysis, Part 1, 2nd Edition, Agronomy Monograph No. 9. American Society of Agronomy / Soil Science Society of America, Madison, WI. 1986:425-442.

How to Use This Calculator
  1. Collect a representative 100g soil sample and enter the percentage of aggregates that remain stable after wet sieving.
  2. Input your soil texture class and organic matter percentage.
  3. Set the tillage intensity to contextualize the aggregate stability result.
  4. Review the Mean Weight Diameter and the Aggregate Stability Score.
  5. Use the Erosion Risk Rating to decide whether cover crops or reduced tillage are needed.

How the result changes with Stable aggregate weight (g)

Stable aggregate weight (g)Water-stable aggregates (%)
2.7521.2%
4.1336.2%
8.2581%
14100%

What each input means

Initial sample weight (g)
Dry weight of soil aggregates placed on the sieve before wet-sieving.
Stable aggregate weight (g)
Weight of material remaining on sieve after wet-sieving (includes sand).
Sand/gravel weight (g)
Weight of sand and coarse fragments after dispersing stable aggregates (correction factor).
Soil organic matter (%)
SOM from soil test — used to compare stability vs. expected for your OM level.

What each result means

Water-stable aggregates (%)
Percent of soil aggregates stable in water (corrected for sand).
Stability score (0-100)
Normalized aggregate stability score.
Est. mean weight diameter (mm)
Estimated mean weight diameter of stable aggregates.
Est. infiltration rate (in/hr)
Estimated water infiltration rate based on aggregate stability.
vs. Expected (%)
Difference from expected WSA for your organic matter level (positive = better than expected).

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Initial sample weight (g) = 10, Stable aggregate weight (g) = 5.5, Sand/gravel weight (g) = 0.8, Soil organic matter (%) = 3 = 4 input(s) provided
  2. Calculate Water-stable aggregates
    Water-stable aggregates = denominator > 0
    51.1 = 51.1%
  3. Calculate Stability score
    75 = 75
  4. Calculate Est. mean weight diameter
    Est. mean weight diameter = wsaPct * 0.02 + 0.3
    1.32 = 1.32

Figures and sources

Engine last updated . Checked against 2 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.

Frequently Asked Questions

Why does the sand/gravel weight get subtracted from both the numerator and denominator?

Sand and coarse mineral fragments aren't true soil aggregates — they're inert particles that survive wet-sieving regardless of how well-structured your soil actually is, so leaving them in would overstate stability. The calculator's formula, WSA% = (stable weight − sand weight) / (initial weight − sand weight) × 100, removes that inert mass from both the aggregates that survived and the total sample, isolating the fraction of true water-stable structure.

What does a positive or negative "vs. Expected" value tell me?

The calculator predicts an expected WSA% from your organic matter reading using a rough correlation of about 8 times your OM percentage plus 10, then subtracts that from your actual measured WSA%. A positive vsExpectedPct means your soil structure is holding together better than its organic matter content alone would predict — often a sign that good management practices like reduced tillage are paying off structurally — while a negative value suggests structure is lagging behind what your organic matter level should support.

How is the estimated infiltration rate derived from aggregate stability?

The calculator scales infiltration rate linearly with your WSA% between a floor of 0.1 inches per hour (severely unstable, crusted soil) and a ceiling around 6 inches per hour (fully stable, well-aggregated soil), using the formula infiltrationRate = 0.1 + (WSA% / 100) × 5.9. It's a simplified proxy relationship rather than a measured infiltrometer test — real infiltration also depends on texture, compaction, and antecedent moisture — so use it as a directional estimate alongside your WSA% result.

Why does low WSA% increase crusting risk?

When aggregates aren't water-stable, raindrop impact and wetting cause them to disperse into individual mineral particles at the soil surface, which then dry into a dense, low-porosity crust that blocks water infiltration and can prevent seedling emergence. The calculator flags this as "Very High" crust risk below 15% WSA, stepping down through "High" and "Moderate" bands as stability improves, since more stable aggregates physically resist that dispersion process.

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