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Measure how quickly water enters the soil surface.

Use a USDA-style single ring or enter a known ring diameter and water depth. Time repeated trials, preserve site conditions, and report the arithmetic without turning one field test into a soil diagnosis.

Step 1Choose a ring method
Display units
Step 2

Prepare the test

Ring
6 in diameter; drive approximately 3 in into soil
Water
444 mL (about 15.0 U.S. fl oz)
Calculated depth
Approximately 25.4 mm (1 in), following the source method
  1. Clear loose surface material without disturbing the soil structure more than necessary.
  2. Drive the ring vertically and evenly. Seal visible gaps along the ring edge.
  3. Place plastic inside the ring, add the specified water, then pull the plastic away to start the trial.
  4. Stop when the water has entered and the soil surface glistens. Repeat using the same water depth.
Step 3

Record elapsed time

Use the built-in timer or enter a time you measured separately.

Time-entry method

Infiltration stopwatch

Stopwatch ready.

Keep the screen awake. Device locking or backgrounding can affect an in-page timer; use manual entry if needed.

Measured evidence

Saved trials

TrialElapsed timeCalculated rate
No trials saved yet.

Recommended: preserve test context
Transparent method

What the calculation does

Rate = target water depth ÷ elapsed time × 3,600 seconds per hour.

The USDA presets use the source-specified 444 mL or 107 mL water volume as an approximately one-inch test. Custom mode calculates the required circular water volume from the entered inner diameter and target depth.

The average is the arithmetic mean of recorded trial rates. The last-two difference is descriptive only; it is not a pass/fail threshold.

Worked example

If 25.4 mm of water enters in 3,600 seconds, the calculated rate is 25.4 mm/h, equal to 1.00 in/h.

No soil rating, correction factor, or recommendation is added.

Field cautions

One location cannot represent every condition.

  • Initial dry-soil behavior can differ from later trials; repeat the test and retain trial order.
  • A single ring permits lateral flow. Large cracks, shrink–swell soils, hydrophobic surfaces, ring leakage, disturbance, and recent wetting can materially affect the result.
  • Test more than one representative location when spatial variability matters.
  • Formal stormwater, engineering, construction, or regulatory decisions may require a different method and a qualified local professional.
Reviewed method sources

Protocol and scope

USDA NRCS Soil Health — Infiltration test guide provides the 3-inch and 6-inch single-ring field procedure and repeat-until-steady guidance.

Oregon State University Extension — Infiltration Testing for Low Impact Development explains why formal site assessment may require different test geometry and procedures.

FAO — Measurement of infiltration describes changing initial and basic infiltration behavior and ring-method limitations.