HVAC Systems Encyclopedia

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Material-Specific Sorption Isotherms

Material-specific sorption isotherms quantify the equilibrium moisture content of building materials as a function of relative humidity at constant temperature. These isotherms are fundamental to hygrothermal modeling, moisture buffering analysis, and prediction of material durability in building envelopes. Each material exhibits unique sorption behavior based on its pore structure, surface chemistry, and composition.

Wood Sorption Isotherms

Wood exhibits strong hygroscopic behavior due to the presence of hydroxyl groups in cellulose, hemicellulose, and lignin. Moisture sorption in wood occurs through monolayer adsorption, multilayer adsorption, and capillary condensation in cell wall micropores.

Equilibrium Moisture Content Relationships

The Hailwood-Horrobin model describes wood sorption:

Hailwood-Horrobin Equation:

u = (1800/W) × [(K₁h)/(1-K₁h) + (K₁K₂h)/(1+K₁K₂h)]

Where:

  • u = equilibrium moisture content (%)
  • W = molecular weight of wood substance (≈ 162 kg/kmol)
  • K₁ = hydrate equilibrium constant
  • K₂ = dissolution equilibrium constant
  • h = relative humidity (decimal)

Simplified Simpson Model:

u = (1800/W) × [(K₁K₂h)/(1-K₂h) + (K₁h)/(1-K₁h)]

Wood Species Isotherms

SpeciesEMC at 30% RHEMC at 50% RHEMC at 70% RHEMC at 90% RH
Douglas Fir5.8%8.9%12.5%19.2%
Southern Pine6.1%9.2%13.0%19.8%
Red Oak6.0%9.1%12.8%19.6%
White Oak5.9%8.9%12.6%19.3%
Western Red Cedar5.5%8.4%11.9%18.5%
Spruce-Pine-Fir5.9%9.0%12.7%19.4%
Plywood (softwood)6.2%9.5%13.4%20.2%
OSB6.5%10.0%14.2%21.5%

Note: Values at 20°C (68°F). EMC decreases approximately 0.02-0.03% per °C increase.

Temperature Effect on Wood EMC

Temperature Correction:

u(T) = u(20°C) × [1 - α(T - 20)]

Where:

  • α = temperature coefficient (typically 0.015-0.020 per °C)
  • T = temperature (°C)

Hysteresis in Wood

Wood exhibits significant hysteresis between adsorption and desorption:

Hysteresis Ratio:

  • At 65% RH: Desorption EMC / Adsorption EMC ≈ 1.15
  • At 80% RH: Desorption EMC / Adsorption EMC ≈ 1.20

Concrete Sorption Isotherms

Concrete moisture storage is governed by water in capillary pores, gel pores in C-S-H (calcium silicate hydrate), and interlayer water. Sorption behavior depends strongly on water-cement ratio, degree of hydration, and aggregate type.

Concrete Isotherm Models

Xi-Bazant-Jennings Model:

u = G₁[α₁h + (1-α₁)h^n₁] / [1 + (G₁-1)[α₁h + (1-α₁)h^n₁]]

Where:

  • u = moisture content (kg/m³) normalized by maximum
  • G₁ = ratio of maximum to monolayer capacity
  • α₁, n₁ = empirical parameters
  • h = relative humidity (decimal)

Simplified Power Law:

u = A × h^B

For typical concrete: A = 140-180 kg/m³, B = 3-5

Concrete Moisture Content by w/c Ratio

w/c Ratio50% RH65% RH80% RH95% RHSaturation
0.4025 kg/m³35 kg/m³50 kg/m³85 kg/m³110 kg/m³
0.5030 kg/m³42 kg/m³60 kg/m³100 kg/m³135 kg/m³
0.6035 kg/m³50 kg/m³72 kg/m³120 kg/m³160 kg/m³
0.7040 kg/m³58 kg/m³85 kg/m³140 kg/m³185 kg/m³

At 20°C, 28-day cured concrete

Maturity Effects

Concrete moisture storage capacity decreases with continued hydration:

Maturity Correction:

u(t) = u₂₈ × [1 + β × log(28/t)]

Where:

  • t = age (days)
  • β = maturity coefficient (typically 0.10-0.15)
  • Valid for t < 28 days

Brick and Masonry Isotherms

Clay brick and concrete masonry units exhibit different sorption characteristics based on firing temperature, composition, and pore structure.

Clay Brick Isotherms

Typical Clay Brick Moisture Content:

Brick TypeBulk Density50% RH80% RH95% RHSaturation
Common brick1750 kg/m³8 kg/m³22 kg/m³45 kg/m³180 kg/m³
Face brick1900 kg/m³6 kg/m³18 kg/m³38 kg/m³140 kg/m³
Engineering brick2100 kg/m³4 kg/m³12 kg/m³28 kg/m³80 kg/m³
Soft brick1650 kg/m³12 kg/m³32 kg/m³65 kg/m³240 kg/m³

Concrete Masonry Units (CMU)

CMU Moisture Content:

CMU TypeDensity50% RH80% RH95% RHSaturation
Normal weight2000 kg/m³18 kg/m³40 kg/m³75 kg/m³150 kg/m³
Medium weight1700 kg/m³22 kg/m³50 kg/m³95 kg/m³190 kg/m³
Lightweight1400 kg/m³28 kg/m³65 kg/m³120 kg/m³250 kg/m³

Mortar Isotherms

Mortar exhibits similar behavior to concrete but with variations based on lime content:

Type N Mortar (1:1:6):

u = 25h + 85h⁴  (kg/m³)

Type S Mortar (1:0.5:4.5):

u = 22h + 75h⁴  (kg/m³)

Gypsum Board Isotherms

Gypsum board (calcium sulfate dihydrate with paper facing) exhibits distinct sorption in the gypsum core versus the paper facing.

Gypsum Core Isotherm

Modified GAB Model for Gypsum:

u = (u_m × C × K × h) / [(1-K×h)(1-K×h+C×K×h)]

Where:

  • u_m = monolayer moisture content ≈ 0.8-1.0%
  • C = Guggenheim constant ≈ 8-12
  • K = multilayer constant ≈ 0.85-0.95

Gypsum Board Moisture Content

Board TypeThickness40% RH60% RH80% RH95% RH
Regular12.7 mm (1/2")0.45%0.85%1.8%4.2%
Regular15.9 mm (5/8")0.45%0.85%1.8%4.2%
Type X15.9 mm (5/8")0.42%0.80%1.7%4.0%
Paperless12.7 mm (1/2")0.38%0.72%1.5%3.5%
Moisture-resistant12.7 mm (1/2")0.35%0.65%1.3%3.0%

Percentages by mass

Paper Facing Contribution

Paper facing contributes significantly to total moisture storage:

Total Moisture Content:

u_total = w_gypsum × u_gypsum + w_paper × u_paper

Where:

  • w_gypsum ≈ 0.92 (weight fraction)
  • w_paper ≈ 0.08 (weight fraction)
  • u_paper follows cellulose isotherm (similar to wood)

Insulation Material Isotherms

Insulation materials exhibit widely varying sorption behavior from nearly non-hygroscopic (closed-cell foam) to highly hygroscopic (cellulose, mineral wool).

Fibrous Insulation

Fiberglass Insulation:

Minimal sorption, primarily on binder:

u = 0.02h + 0.15h⁶  (% by mass)

At 80% RH: u ≈ 0.4%

Mineral Wool (Stone Wool):

ProductDensity50% RH80% RH95% RH
Batt insulation30 kg/m³0.15 kg/m³0.45 kg/m³1.2 kg/m³
Board insulation100 kg/m³0.50 kg/m³1.5 kg/m³4.0 kg/m³
High-density board150 kg/m³0.75 kg/m³2.2 kg/m³6.0 kg/m³

Cellulose Insulation

Cellulose is highly hygroscopic due to cellulose fiber structure:

Cellulose Isotherm:

u = 0.08h + 0.12h² + 0.15h⁴  (kg/kg)

Cellulose Moisture Content:

Density40% RH60% RH80% RH95% RH
50 kg/m³2.5 kg/m³4.5 kg/m³8.5 kg/m³14.0 kg/m³
60 kg/m³3.0 kg/m³5.4 kg/m³10.2 kg/m³16.8 kg/m³

Foam Insulation

Extruded Polystyrene (XPS):

Negligible moisture sorption; moisture content primarily from condensation in cells:

u < 0.1% by volume for h < 0.90

Expanded Polystyrene (EPS):

u ≈ 0.02h³  (% by volume)

At 80% RH: u ≈ 1.0% by volume

Closed-Cell Spray Polyurethane Foam:

Essentially non-hygroscopic:

u < 0.05% by volume for all RH

Open-Cell Spray Polyurethane Foam:

Limited sorption on cell struts:

u = 0.01h + 0.08h⁵  (% by mass)

Rigid Board Insulation

Polyisocyanurate (PIR) with Facers:

Facer Type50% RH80% RH95% RH
Foil both sides0.1%0.2%0.5%
Fiberglass mat0.8%2.2%4.5%
Organic felt1.2%3.5%7.0%

Percentages by mass of board

Mineral Wool Board:

Density50% RH80% RH95% RH
100 kg/m³0.5 kg/m³1.5 kg/m³4.0 kg/m³
150 kg/m³0.75 kg/m³2.2 kg/m³6.0 kg/m³
200 kg/m³1.0 kg/m³3.0 kg/m³8.0 kg/m³

Engineered Wood Products

Oriented Strand Board (OSB)

OSB exhibits higher moisture uptake than plywood due to strand geometry and adhesive distribution:

OSB Moisture Content:

Grade50% RH65% RH80% RH95% RH
OSB/1 (interior)10.5%12.8%15.5%22.5%
OSB/2 (structural)10.0%12.2%14.8%21.8%
OSB/3 (exterior)9.2%11.2%13.6%20.2%

Plywood

Plywood Moisture Content by Glue Type:

Glue Type50% RH65% RH80% RH95% RH
Phenol-formaldehyde8.8%10.5%13.0%19.5%
Melamine-urea9.2%11.0%13.8%20.5%
Urea-formaldehyde9.5%11.5%14.5%21.5%

Medium Density Fiberboard (MDF)

MDF is highly hygroscopic due to fine fiber structure:

MDF Isotherm:

u = 0.095h + 0.08h² + 0.12h⁴  (kg/kg)

MDF Moisture Content:

Density50% RH65% RH80% RH95% RH
600 kg/m³54 kg/m³69 kg/m³96 kg/m³150 kg/m³
750 kg/m³68 kg/m³86 kg/m³120 kg/m³188 kg/m³

Application in Hygrothermal Modeling

Material Database Requirements

Hygrothermal simulation programs (WUFI, DELPHIN, hygIRC) require complete isotherm data:

Required Data Points:

  • Minimum 8-10 RH points from 0% to 98% RH
  • Both adsorption and desorption curves
  • Temperature dependence data (at least 2 temperatures)
  • Free water saturation moisture content

Interpolation Methods

Between measured points, appropriate interpolation is critical:

Spline Interpolation:

u(h) = Σ[aᵢ(h-hᵢ)³ + bᵢ(h-hᵢ)² + cᵢ(h-hᵢ) + dᵢ]

Applied piecewise between measurement points.

Hysteresis Implementation

Scanning Curve Approach:

When RH changes direction, moisture content follows scanning curves between main isotherms:

u_scan = u_ads + f(h)×(u_des - u_ads)

Where f(h) depends on reversal history.

Measurement Standards and Protocols

Standard Test Methods

ASTM C1498 - Standard Test Method for Hygroscopic Sorption Isotherms of Building Materials

ISO 12571 - Hygrothermal performance of building materials and products — Determination of hygroscopic sorption properties

Equilibrium Criteria

Sample considered at equilibrium when:

Δm/Δt < 0.001% per 24 hours

Typical equilibration times:

  • Low RH (< 50%): 7-14 days
  • High RH (> 80%): 14-28 days
  • Dense materials: longer equilibration

Design Implications

Moisture Buffering Capacity

Materials with steep isotherms in the 40-70% RH range provide effective moisture buffering:

Buffering Value Calculation:

BV = (u₇₅% - u₃₃%) × ρ × δₚ × √(t/π)

Where:

  • ρ = material density (kg/m³)
  • δₚ = vapor permeability (kg/(m·s·Pa))
  • t = time period (s)

Effective Buffering Materials:

  • Gypsum board: BV = 1.5-2.0 g/(m²·%RH)
  • Wood paneling: BV = 2.0-3.0 g/(m²·%RH)
  • Cellulose insulation: BV = 1.2-1.8 g/(m²·%RH)

Critical Moisture Content

Design must account for critical moisture contents:

MaterialMoisture ContentSignificance
Wood20%Fiber saturation point
Wood28%Fungal growth threshold
Gypsum1%Equilibrium at 60% RH
Gypsum5%Risk of mold growth
Concrete75% of saturationFreeze-thaw damage risk
Brick80% RH exposureEfflorescence risk

Selection Criteria

For Moisture Buffering Applications:

  • Select materials with high moisture capacity in service RH range
  • Ensure adequate vapor permeability for buffering response
  • Consider surface area exposure

For Low Moisture Sensitivity:

  • Prefer materials with flat isotherms (low uptake)
  • Consider vapor-impermeable materials where appropriate
  • Minimize hygroscopic material exposure in high-RH zones

Temperature-Dependent Isotherm Adjustment

Thermodynamic Relationships

Sorption isotherms shift with temperature following thermodynamic principles:

Clausius-Clapeyron Relationship:

ln(h₂/h₁) = (ΔH_ads/R) × [(1/T₁) - (1/T₂)]

Where:

  • ΔH_ads = heat of adsorption (J/mol)
  • R = universal gas constant (8.314 J/(mol·K))
  • T = absolute temperature (K)

Typical Heat of Adsorption Values:

  • Wood: 45-60 kJ/mol
  • Gypsum: 40-50 kJ/mol
  • Concrete: 50-65 kJ/mol
  • Cellulose: 45-55 kJ/mol

Practical Temperature Correction

Simplified Correction Factor:

u(T₂) = u(T₁) × [1 - α(T₂ - T₁)]

Where α ranges from 0.010-0.020 per °C for most building materials.

Quality Assurance in Isotherm Data

Data Validation Checks

Physical Constraints:

  • Monotonically increasing with RH
  • Smooth curve without discontinuities
  • Desorption ≥ Adsorption at all RH
  • Zero intercept at h = 0

Consistency Checks:

0 < u(h) < u_sat for all h < 1.0
du/dh > 0 for all h

Uncertainty Analysis

Measurement uncertainty in isotherms affects hygrothermal predictions:

Typical Uncertainties:

  • RH control: ±2% RH
  • Mass measurement: ±0.1% of sample mass
  • Temperature: ±0.2°C

Propagated uncertainty in moisture content:

σ_u = √[(∂u/∂h × σ_h)² + (∂u/∂T × σ_T)²]

ASHRAE References

ASHRAE Handbook - Fundamentals (Chapter 26): Heat, Air, and Moisture Control in Building Assemblies - Material Properties

ASHRAE 160: Criteria for Moisture-Control Design Analysis in Buildings - Material property requirements

ASHRAE 1449-RP: Material Properties for Hygrothermal Modeling - Comprehensive isotherm database

Advanced Considerations

Multi-Regime Sorption

Some materials exhibit distinct sorption mechanisms across RH ranges:

Low RH (0-50%): Monolayer and multilayer adsorption Medium RH (50-80%): Micropore filling High RH (80-98%): Capillary condensation Over-hygroscopic (>98%): Free water absorption

Salt-Contaminated Materials

Presence of hygroscopic salts dramatically alters isotherms:

Modified Isotherm with Salts:

u_total = u_matrix(h) + u_salt(h)

Salts can increase moisture content by 2-10× at high RH.

Aging Effects

Long-term exposure to moisture cycling can alter sorption properties:

  • Carbonation in concrete (reduced capacity)
  • Loss of sizing in wood products
  • Binder degradation in insulation

Regular isotherm updates may be needed for service life > 20 years.


Material-specific sorption isotherms form the foundation of accurate hygrothermal analysis. Selection of appropriate materials and understanding their moisture storage behavior is critical for durable, energy-efficient building envelope design that maintains indoor environmental quality while preventing moisture-related deterioration.