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Porosity and Void Ratio Calculator
Porosity and void ratio describe pore space with different denominators. Total porosity, n, is void volume divided by total bulk volume. Void ratio, e, is void volume divided by solid volume. Their exact conversions are n = e divided by 1 + e and e = n divided by 1 n . GeoMiner accepts five transparent input workflows. For a dry specimen, total porosity is n = 1 dry bulk density divided by particle or grain density. For a fluid-filled bulk-density measurement, n = matrix density measured bulk density divided by matrix density pore-fluid density . For measured volumes, n = void volume divided by total volume. The calculator also converts a known porosity percentage to void ratio and a known void ratio to porosity. Densities within one calculation must use the same unit, and volumes must use the same unit; the ratios are dimensionless. Dry bulk density cannot exceed the matching particle density, measured fluid-filled bulk density must lie above pore-fluid density and at or below matrix density, void volume must be smaller than total volume, and porosity must remain below 100 percent. A mathematically valid result is not automatically representative. Particle or matrix density varies with mineralogy, organic matter, alteration, cement, mixed grains, and assumptions. Bulk density varies with sample preparation, moisture, saturation, fractures, weathering, scale, and whether the measurement represents a plug, hand sample, soil clod, sediment sample, core interval, or borehole-log response. Total porosity includes pore space represented by the measurement, including pores that may be isolated. Effective porosity represents connected pore space relevant to flow. This calculator does not infer effective porosity, pore-throat geometry, permeability, hydraulic conductivity, specific yield, storage, saturation, strength, consolidation, compaction, or flow behaviour. Two materials with the same total porosity can have radically different transport and engineering behaviour. Use measured, representative inputs and preserve the method, condition, scale, units, uncertainty, and assumptions. Laboratory testing, calibrated log interpretation, groundwater evaluation, petroleum work, compaction acceptance, geotechnical design, resource work, and other consequential uses require applicable procedures and qualified interpretation. Exact densities, volumes, porosity, and