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36 Drying of Wood

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where the boards butt up due to shrinkage on dryingor unevenness in thickness and there may be gaps dueto the presence <strong>of</strong> boards with uneven length. Fluiddynamicsimulation <strong>of</strong> the flow over inline slabs(Langrish et al., 1993) has suggested that gaps assmall as 1 mm might be sufficient to disrupt theflow, with circulation within the gaps themselves.The magnitude <strong>of</strong> the side gaps in the board influencesboth the drying rates and the development <strong>of</strong>drying stresses (Langrish, 1999), so that experimentson the drying <strong>of</strong> single boards (as <strong>of</strong>ten done) mayyield uncertain information about the drying <strong>of</strong> a load<strong>of</strong> the same wood in a kiln. With regard to variationsin board thickness, Haslett (1998) recommends thatthe coefficient <strong>of</strong> variation for the board thicknessmust be under 0.04 for successful high-temperaturedrying.Whenever kiln stacks are built from randomlengthlumber so that every second board is flush ateach end <strong>of</strong> the stack, variations in openness <strong>of</strong> thestack result. This gives two different zones: (1) acentral zone in which all the available space is filledand (2) two end zones where alternate boards aremissing (Salin, 2001). This arrangement results inhigher within-stack velocities (about 30% higher) inthe center than in the end zones, with correspondingimplications in the variation in drying behavior.<strong>36</strong>.3.2.2 Moisture-Evaporation ConsiderationsThe airflow through the stack influences the magnitude<strong>of</strong> the local airside mass-transfer coefficient, andthus the evaporation into the airstream. Particularly,at the higher air velocities used in high-temperaturedrying, any variations in these transfer coefficientshave a significant effect on the uniformity <strong>of</strong> dryingthroughout the stack.The air-inlet face <strong>of</strong> the lumber stack presents a set<strong>of</strong> blunt edges to the incident airflow, resulting in anenhancement <strong>of</strong> the mass-transfer coefficients nearthe leading edges (Kho et al., 1990). Computationalstudies (Sun, 2001) <strong>of</strong> the flow over a series <strong>of</strong> slabswith inline gaps suggest that for gaps greater thanabout 2 mm there will be similar, but lesser, enhancementsat subsequent boards downstream.With Scandinavian stacking practice, the endzones <strong>of</strong> the stack dry faster than the central, fullyfilled part (Salin and Öhman, 1998). The lower airvelocity in the ends is more than compensated byhigher heat-transfer coefficients associated with theflow disturbance and smaller wood volume. (Thereis a smaller decrease in temperature and increase inhumidity along the stack in the airflow direction.) Ingeneral, it is expected that the local transfer coefficientsdiminish with distance in the airflow directiondue to a thickening <strong>of</strong> the boundary layer. This variationand the downwind accumulation <strong>of</strong> moisture inthe airstream result in the maximum possible evaporationrate dwindling with distance from the air inlet tothe air outlet from the stack.Traditionally, the variation <strong>of</strong> evaporative ratesacross the stack has been counteracted by the installation<strong>of</strong> bidirectional fans and by periodically reversingthe airflow direction through the stack. Thispolicy has minimal effect on the drying rates in thecenter <strong>of</strong> the stack, but reduces the variation in behaviorbetween the two end zones. If only moisturecontent variations are considered, many reversals arenot needed to achieve this equalization (Pang et al.,1995; Nijdam and Keey, 1996; Wagner et al., 1996).However, if stress development in the surface layerwith the likelihood <strong>of</strong> checking is taken into account,then the flow reversals for a timber such as Pinussylvestris should be less than 2 h apart (Salin andÖhman, 1998). A period <strong>of</strong> 4 h is a common industrialpractice for permeable s<strong>of</strong>twoods such as P. radiata.<strong>36</strong>.3.3 KILN OPERATIONTo understand kiln-wide behavior, it is useful to invokethe concept <strong>of</strong> the characteristic drying curve(van Meel, 1958; Keey, 1978). The concept reducesthe drying kinetics for a specific material <strong>of</strong> specificgeometry to a single function <strong>of</strong> the local averagedmoisture content. The concept when applied to thekiln drying <strong>of</strong> lumber boards is rough, not only due tovariations in drying behavior between boards (Daviset al., 2001) but also due to embedded assumptions inthe concept itself. Nevertheless, it is a sufficient representation<strong>of</strong> drying behavior to determine the effect<strong>of</strong> kiln parameters on the course <strong>of</strong> drying. Thesethings, such as the uniformity <strong>of</strong> the airflow, thenumber <strong>of</strong> airflow reversals, the velocity, temperature,and humidity settings, are all those under thecontrol <strong>of</strong> the kiln operator.The concept <strong>of</strong> a characteristic drying curve leads tothe following expression for the moisture-evaporationrate per unit <strong>of</strong> exposed board surface:N v ¼ f bf(Y W Y G ) (<strong>36</strong>:22)where f is the evaporation rate relative to that at agiven moisture content (either the initial or some criticalvalue <strong>of</strong> transition from unhindered drying), and isa unique function <strong>of</strong> the mean free moisture content;b is the external (airside) mass-transfer coefficient; f isthe humidity-potential coefficient, which takes a constantvalue when the wet-bulb temperature remains thesame throughout the kiln; Y W is the saturation humidityat the wet-bulb temperature; and Y G is the bulk-airß 2006 by Taylor & Francis Group, LLC.

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