The timber of living trees and fresh logs contains a large amount of water which often constitutes over 50% of the wood's weight. Water has a significant influence on wood. Wood continually exchanges moisture or water with its surroundings, although the rate of exchange is strongly affected by the degree to which wood is sealed. Wood contains water in three forms: ; Free water: The bulk of water contained in the cell lumina is only held by capillary forces. It is not bound chemically and is called free water. Free water is not in the same thermodynamic state as liquid water: energy is required to overcome the
capillary forces. Furthermore, free water may contain chemicals, altering the drying characteristics of wood. ; Bound or hygroscopic water: Bound water is bound to the wood via
hydrogen bonds. The attraction of wood for water arises from the presence of free
hydroxyl (OH) groups in the
cellulose,
hemicelluloses and
lignin molecules in the cell wall. The hydroxyl groups are negatively charged. Because water is a polar liquid, the free hydroxyl groups in cellulose attract and hold water by hydrogen bonding. ; Vapor: Water in cell lumina in the form of
water vapour is normally negligible at normal temperature and humidity.
Moisture content The moisture content of wood is calculated as the mass change as a proportion of the dry mass, by the formula: : \text{moisture content} = \frac{m_\text{g} - m_\text{od}}{m_\text{od}} \times 100\% Here, m_\text{g} is the green mass of the wood, m_\text{od} is its oven dry mass (the attainment of constant mass generally after drying in an oven set at () for 24 hours as mentioned by Walker
et al., 1993). The equation can also be expressed as a fraction of the mass of the water and the mass of the oven dry wood rather than a percentage. For example, (oven dry basis) expresses the same moisture content as 59% (oven dry basis).
Fibre saturation point markings on a wood pallet indicate KD: kiln-dried, HT: heat treated, and DB: debarked. Essentially all wood packaging material that is exported to an IPPC member state must have a stamp such as this. When green wood dries, free water from the cell lumina, held by the capillary forces only, is the first to go. Physical properties, such as strength and shrinkage, are generally not affected by the removal of free water. The
fibre saturation point (FSP) is defined as the moisture content at which free water should be completely gone, while the cell walls are saturated with bound water. In most types of woods, the fibre saturation point is at 25 to 30% moisture content. Siau (1984) reported that the fibre saturation point X_\text{fsp} (kg/kg) is dependent on the temperature T (°C) according to the following equation: :X_\text{fsp} = 0.30 - (T - 20C)/1000K \; (1.2) Keey
et al. (2000) use a different definition of the fibre saturation point (equilibrium moisture content of wood in an environment of 99% relative humidity). Many properties of wood show considerable change as the wood is dried below the fibre saturation point, including: • volume (ideally no shrinkage occurs until some bound water is lost, that is, until wood is dried below FSP); • strength (strengths generally increase consistently as the wood is dried below the FSP, except for impact-bending strength and, in some cases, toughness); •
electrical resistivity, which increases very rapidly with the loss of bound water when the wood dries below the FSP.
Equilibrium moisture content Wood is a
hygroscopic substance. It has the ability to take in or give off moisture in the form of vapour. Water contained in wood exerts vapour pressure of its own, which is determined by the maximum size of the capillaries filled with water at any time. If water vapour pressure in the ambient space is lower than vapour pressure within wood, desorption takes place. The largest-sized capillaries, which are full of water at the time, empty first. Vapour pressure within the wood falls as water is successively contained in smaller capillaries. A stage is eventually reached when vapour pressure within the wood equals vapour pressure in the ambient space above the wood, and further desorption ceases. The amount of moisture that remains in the wood at this stage is in equilibrium with water vapour pressure in the ambient space, and is termed the equilibrium moisture content or EMC (Siau, 1984). Because of its hygroscopicity, wood tends to reach a moisture content that is in equilibrium with the relative humidity and temperature of the surrounding air. The EMC of wood varies with the ambient relative humidity (a function of temperature) significantly, to a lesser degree with the temperature. Siau (1984) reported that the EMC also varies very slightly with species, mechanical stress, drying history of wood, density, extractives content and the direction of sorption in which the moisture change takes place (i.e. adsorption or desorption).
Moisture content of wood in service Wood retains its hygroscopic characteristics after it is put into use. It is then subjected to fluctuating humidity, the dominant factor in determining its EMC. These fluctuations may be more or less cyclical, such as diurnal changes or annual seasonal changes. To minimize the changes in wood moisture content or the movement of wooden objects in service, wood is usually dried to a moisture content that is close to the average EMC conditions to which it will be exposed. These conditions vary for interior uses compared with exterior uses in a given geographic location. For example, according to the Australian Standard for Timber Drying Quality (AS/NZS 4787, 2001), the EMC is recommended to be 10–12% for the majority of Australian states, although extreme cases are up to 15 to 18% for some places in Queensland, Northern Territory, Western Australia and Tasmania. However, the EMC is as low as 6 to 7% in dry centrally heated houses and offices or in permanently air-conditioned buildings.
Shrinkage and swelling Shrinkage and swelling may occur in wood when the moisture content is changed. Shrinkage occurs as moisture content decreases, while swelling takes place when it increases. Volume change is not equal in all directions. The greatest dimensional change occurs in a direction tangential to the growth rings. Shrinkage from the pith outwards, or radially, is usually considerably less than tangential shrinkage, while longitudinal (along the grain) shrinkage is so slight as to be usually neglected. The longitudinal shrinkage is 0.1% to 0.3%, in contrast to transverse shrinkages, which is 2% to 10%. Tangential shrinkage is often about twice as great as in the radial direction, although in some species it is as much as five times as great. The shrinkage is about 5% to 10% in the tangential direction and about 2% to 6% in the radial direction. Differential transverse shrinkage of wood is related to: • the alternation of late wood and early wood increments within the annual ring; • the influence of wood rays on the radial direction; • the features of the cell wall structure such as microfibril angle modifications and pits; • the chemical composition of the middle lamella. Wood drying may be described as the art of ensuring that gross dimensional changes through shrinkage are confined to the drying process. Ideally, wood is dried to that equilibrium moisture content as will later (in service) be attained by the wood. Thus, further dimensional change will be kept to a minimum. It is probably impossible to completely eliminate dimensional change in wood, but elimination of change in size may be approximated by chemical modification. For example, wood can be treated with chemicals to replace the hydroxyl groups with other hydrophobic functional groups of modifying agents. Among all the existing processes, wood modification with
acetic anhydride has been noted for the high anti-shrink or anti-swell efficiency (ASE) attainable without damage to wood. However, acetylation of wood has been slow to be commercialised due to the cost, corrosion and the entrapment of the acetic acid in wood. There is an extensive volume of literature relating to the chemical modification of wood. Drying timber is one method of adding value to sawn products from the primary wood processing industries. According to the Australian Forest and Wood Products Research and Development Corporation (FWPRDC), green sawn hardwood, which is sold at about $350 per cubic metre or less, increases in value to $2,000 per cubic metre or more with drying and processing. However, currently used conventional drying processes often result in significant quality problems from cracks, both externally and internally, reducing the value of the product. For example, in Queensland (Anon, 1997), on the assumption that 10% of the dried softwood is devalued by $200 per cubic metre because of drying defects, saw millers are losing about $5 million a year. In Australia, the loss could be $40 million a year for softwood and an equal or higher amount for hardwood. Thus, proper drying under controlled conditions prior to use is of great importance in timber use, in countries where climatic conditions vary considerably at different times of the year. Drying, if carried out promptly after felling of trees, also protects timber against primary decay, fungal stain and attack by certain kinds of insects. Organisms, which cause decay and stain, generally cannot thrive in timber with a moisture content below 20%. Several, though not all, insect pests can live only in green timber. In addition to the above advantages of drying timber, the following points are also significant: Moisture in wood moves within the wood as liquid or vapour through several types of passageways, based on the nature of the driving force, (e.g. pressure or moisture gradient), and variations in wood structure, These are discussed here, including capillary action, which is a mechanism for free water transport in permeable softwoods. Total pressure difference is the driving force during wood vacuum drying.
Capillary action Capillary forces determine the movements (or absence of movement) of free water. It is due to both adhesion and cohesion. Adhesion is the attraction between water to other substances and cohesion is the attraction of the molecules in water to each other. As wood dries, evaporation of water from the surface sets up capillary forces that exert a pull on the free water in the zones of wood beneath the surfaces. When there is no longer any free water in the wood capillary forces are no longer of importance.
Moisture content differences The
chemical potential is explained here since it is the true driving force for the transport of water in both liquid and vapour phases in wood.
Classification of timbers for drying The timbers are classified as follows according to their ease of drying and their proneness to drying degrade: ; Highly refractory woods: These woods are slow and difficult to dry if the final product is to be free from defects, particularly cracks and splits. Examples are heavy structural timbers with high density such as ironbark (
Eucalyptus paniculata),
blackbutt (
E. pillularis),
southern blue gum (
E. globulus) and
brush box (
Lophostemon cofertus). They require considerable protection and care against rapid drying conditions for the best results. ; Moderately refractory woods: These timbers show a moderate tendency to crack and split during seasoning. They can be seasoned free from defects with moderately rapid drying conditions (i.e. a maximum dry-bulb temperature of 85 °C can be used). Examples are
Sydney blue gum (
E. saligna) and other timbers of medium density, have developed a simple model of wood drying as a function of these three variables. Although the analysis was done for red oak, the procedure may be applied to any species of wood by adjusting the constant parameters of the model. Simply put, the model assumes that the rate of change of the moisture content
M with respect to time
t is proportional to how far the wood sample is from its
equilibrium moisture content M_e, which is a function of the temperature
T and relative humidity
h: :\frac{dM}{dt} = -\frac{M - M_e}{\tau} where \tau is a function of the temperature
T and a typical wood dimension
L and has units of time. The typical wood dimension is roughly the smallest value of (L_r,\, L_t,\, L_L/10) which are the radial, tangential and longitudinal dimensions respectively, in inches, with the longitudinal dimension divided by ten because water diffuses about 10 times more rapidly in the longitudinal direction (along the grain) than in the lateral dimensions. The solution to the above equation is: :\frac{M - M_e}{M_0 - M_e} = e^{-\frac{t}{\tau}} Where M_0 is the initial moisture content. It was found that for red oak lumber, the "time constant" \tau was well expressed as: :\tau = \frac{L^n}{a + bp_\text{sat}(T)} where
a,
b and
n are constants and p_\text{sat}(T) is the
saturation vapor pressure of water at temperature
T. For time measured in days, length in inches, and p_\text{sat} measured in mmHg, the following values of the constants were found for red oak lumber. :
a = 0.0575 :
b = 0.00142 :
n = 1.52 Solving for the drying time yields: :t = -\tau\,\ln\left(\frac{M - M_e}{M_0 - M_e}\right) = \frac{-L^n}{a + bp_\text{sat}(T)}\,\ln\left(\frac{M - M_e}{M_0 - M_e}\right) For example, at 150°F, using the
Arden Buck equation, the saturation vapor pressure of water is found to be about . The time constant for drying a red oak board at 150°F is then \tau = 3.03 days, which is the time required to reduce the moisture content to 1/e = 37% of its initial deviation from equilibrium. If the relative humidity is 0.50, then using the
Hailwood-Horrobin equation the moisture content of the wood at equilibrium is about 7.4%. The time to reduce the lumber from 85% moisture content to 25% moisture content is then about 4.5 days. Higher temperatures will yield faster drying times, but they will also create greater stresses in the wood due because the moisture
gradient will be larger. For firewood, this is not an issue but for woodworking purposes, high stresses will cause the wood to crack and be unusable. Normal drying times to obtain minimal seasoning checks (cracks) in 25mm (1inch or 4/4 lumber) Red Oak ranges from 22 to 30 days, and in 8/4, (50mm or 2inch) it will range from 65 to 90 days. ==Methods of drying timber==