Available Water Capacity Calculator
Calculate available water capacity from field capacity, wilting point, root depth, and bulk density. Plan irrigation amounts and frequency.
Calculate soil bulk density from core sample measurements. Determine dry mass per volume for compaction assessment and soil health.
| Texture | Ideal Range (g/cm3) | Root Limit | Your BD | Status |
|---|---|---|---|---|
| sand | 1.55 - 1.8 | 1.8 | - | |
| loamy sand | 1.5 - 1.7 | 1.75 | - | |
| sandy loam | 1.4 - 1.6 | 1.7 | - | |
| loam | 1.3 - 1.5 | 1.55 | 1.273 | |
| silt loam | 1.25 - 1.45 | 1.5 | - | |
| clay loam | 1.2 - 1.4 | 1.45 | - | |
| clay | 1 - 1.3 | 1.4 | - | |
| peat | 0.2 - 0.6 | 0.8 | - |
| Unit | Value |
|---|---|
| g/cm3 | 1.273 |
| kg/m3 | 1,273.0 |
| lb/ft3 | 79.5 |
| lb/yd3 | 2,146 |
| Mg/m3 (= t/m3) | 1.273 |
The Soil Bulk Density Calculator computes soil bulk density from core sample measurements — oven-dry soil mass divided by the core volume. Bulk density (BD) is one of the most important physical soil properties, indicating the degree of compaction, pore space, and potential root restrictions.
Bulk density is expressed in grams per cubic centimeter (g/cm³) or equivalently megagrams per cubic meter (Mg/m³). Mineral soils typically range from 1.0 to 1.8 g/cm³. Lower BD indicates more pore space (good for root growth and water movement); higher BD suggests compaction that restricts roots and reduces infiltration.
Root-restricting bulk density thresholds depend on soil texture: sandy soils can support root growth up to about 1.75 g/cm³, while clay soils become restrictive above 1.40 g/cm³. This page converts core samples into bulk density and porosity so compaction can be compared against texture-specific thresholds.
Bulk density is most useful when it changes a traffic, tillage, or rooting diagnosis. This page provides that baseline.
BD (g/cm³) = Oven-dry soil mass (g) / Core volume (cm³)
Core volume = π × (diameter/2)² × length
Porosity (%) = (1 − BD / Particle density) × 100
Particle density ≈ 2.65 g/cm³ for mineral soilsResult: BD = 1.27 g/cm³
Core volume = π × (2.5)² × 5.0 = 98.17 cm³. BD = 250 / 98.17 = 2.55 g/cm³... Wait, let’s recalculate: 250g / 98.17 cm³ = 2.55. That’s too high — typical error. Using realistic values: 125g / 98.17 = 1.27 g/cm³. Porosity = (1 − 1.27/2.65) × 100 = 52%.
Use sharp, thin-walled core samplers to minimize compaction during sampling. Drive the core straight down — angled cores are inaccurate. Sample at consistent depth intervals (e.g., 0–6”, 6–12”, 12–18”) to identify compaction layers. Sample when soil moisture is near field capacity for easiest coring.
Surface BD (0–6”) reflects tillage history and organic matter. Subsurface BD (6–18”) reveals plow pans or traffic compaction. Deep BD (>18”) shows natural consolidation. Compare depths to identify restrictive layers that limit root growth and water movement.
Deep tillage (subsoiling) can temporarily reduce BD in compaction layers, but the effect is short-lived without biological remediation. Deep-rooted cover crops (radishes, cereal rye) can naturally break up compaction over 2–3 years. Reducing traffic and maintaining surface cover are the best long-term strategies.
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For loam soils: 1.1–1.4 g/cm³ is good. Sandy soils: up to 1.6 is normal. Clay soils: 1.0–1.3 is good. Above these ranges, root growth and water infiltration may be restricted.
Root-restricting BD varies by texture: Sand >1.75, Sandy loam >1.70, Loam >1.55, Silt loam >1.45, Clay loam >1.40, Clay >1.35. These are approximate thresholds where root penetration markedly decreases.
Organic matter has much lower density than mineral particles (0.2–0.4 vs. 2.65 g/cm³). Increasing OM by 1% can reduce BD by approximately 0.05–0.10 g/cm³ and increase porosity, water-holding capacity, and root-friendly pore space.
The excavation method works: dig a hole, collect all soil, and determine the hole volume using sand backfill or a rubber-lined template. This method is less precise but works for rocky soils where cores are difficult.
Soil weight per acre-furrow-slice = BD × Volume. For a 6.67-inch depth: Weight (lbs/ac) = BD (g/cm³) × 2,000,000 / 1.33. At BD=1.33 g/cm³, one acre-furrow-slice weighs about 2,000,000 lbs.
Particle density is the density of the solid mineral particles alone (typically 2.65 g/cm³). Bulk density includes the pore space — it’s always lower than particle density. The difference represents how much of the soil volume is air and water.
Calculate available water capacity from field capacity, wilting point, root depth, and bulk density. Plan irrigation amounts and frequency.
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