Plan watering, dust control, and compaction with confidence. Supports percent moisture tests and sensor outputs. Download results as CSV or a simple PDF report.
Use volumetric moisture percentages and root depth to estimate refill water.
| Scenario | θFC (%) | θWP (%) | θcur (%) | Z (mm) | Area (m²) | SMD (mm) | Volume (L) |
|---|---|---|---|---|---|---|---|
| Topsoil zone | 28 | 12 | 18 | 300 | 50 | 30.0 | 1,500 |
| Shallow turf | 22 | 10 | 16 | 150 | 120 | 9.0 | 1,080 |
| Planting bed | 32 | 15 | 20 | 400 | 30 | 48.0 | 1,440 |
This calculator uses volumetric moisture content (by volume) expressed as a percentage. Root zone depth is converted to meters for the calculation.
Volume conversion: 1 mm over 1 m² = 1 liter. Multiply SMD by area to estimate refill volume.
Soil water content directly influences compaction effort, dust generation, and the performance of temporary landscaping. A controlled moisture range improves density results, reduces rework, and supports stable working platforms. This calculator converts moisture measurements into a practical refill depth and volume, helping crews plan watering and verify that moisture conditioning targets are achievable with available resources.
Field capacity (θFC) represents the soil moisture held after free drainage, while current moisture (θcur) is your measured condition at the time of work. The selected depth Z should reflect the active treatment zone (for example, a shallow top layer for dust control or a deeper layer for planting beds). If available, wilting point (θWP) enables total available water (TAW) and depletion calculations.
The soil moisture deficit (SMD) is the refill depth needed to raise the zone back to field capacity. It is reported in millimeters and converted to volume using the relationship that 1 mm across 1 m² equals 1 liter. Where θWP is provided, the calculator also estimates TAW and depletion percentage, offering a clearer view of how “dry” the profile is relative to the available range.
The depletion factor p is commonly used to define readily available water (RAW = TAW × p). When the computed SMD exceeds RAW, refilling becomes time-sensitive because the soil is approaching a condition where plants or surface treatments may stress, and dust control efficiency may drop. Selecting a conservative p (for example 0.3–0.5) triggers earlier refilling in critical areas.
Ensure θ values come from consistent methods (sensor calibration, lab results, or field tests). If θcur is higher than θFC, the calculator sets SMD to zero and flags the condition to prevent negative refill. For reporting, export CSV for logbooks and PDF for quick field documentation. Recheck values after watering to confirm uniform distribution across the chosen depth.
Enter volumetric moisture as a percentage (%). If your result is decimal (m³/m³), multiply by 100 before entering. Use the same basis for field capacity, wilting point, and current moisture.
Only if you convert them to volumetric moisture. Gravimetric content depends on soil density; convert using bulk density and water density, or use a calibrated sensor that reports volumetric moisture.
SMD is the depth of water needed to bring the selected soil layer back to field capacity. It is a refill target, not rainfall, and assumes uniform moisture across the chosen depth.
If current moisture exceeds field capacity, the computed deficit becomes negative. The calculator clamps it to zero and shows a warning, because additional water would not be required for refilling.
Volume is calculated using 1 mm over 1 m² equals 1 liter. The tool multiplies SMD (mm) by the entered area (m²) to report liters and cubic meters.
No, SMD can be calculated using field capacity and current moisture only. Wilting point is optional and mainly helps when you want depletion and readily available water indicators.
Select the layer you plan to manage. Use shallow depths for dust control or surface conditioning, and deeper depths for planting zones. Align Z with the practical depth that can be wetted uniformly.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.