1. Introduction
Wind is one of the most important abiotic factors acting on forests [1,2,3]. In extreme cases, this action leads to very serious disturbances to the functioning of forest ecosystems and generates huge economic losses [4,5,6,7]. Mainly for these reasons, attempts are made to assess levels of risk, and simulations are performed with the aim of developing management models that minimise the risk of damage [8,9,10,11,12,13,14,15,16,17]. Such damage often occurs on a large scale, and is linked by some researchers to climate change [18,19,20,21].
On encountering an obstacle such as a forest, wind changes its direction (rises) and loses some of its speed and strength [22,23]. The change of direction is associated with turbulence [24,25]. In passing the obstacle, air masses fall and strike the crowns of trees. The load is particularly strong on rows of trees growing close to the edge of the stand. The force exerted by the wind on a forest edge depends on its shape and tightness. The pressure increases when the stand edge is a dense, containing a large number of trees with long crowns. The pressure decreases when the structure enables air masses to rise relatively freely or to flow freely under the tree crowns [23]. Generally, the most heavily loaded part of the stand is the canopy. For this reason, many studies of the tree–wind relationship focus on the crowns. In this regard, analyses are made of—among other things—movements of air and the resistance coefficient [26,27,28,29] and the stability of trees [30,31]. In the case of broadleaf stands, the leaves make an important contribution to the resistance [32,33,34,35].
The reaction of plants to mechanical signals is called thigmomorphogenesis [6,36,37,38,39]. Persistent action of the wind on forests and trees gives rise to reactions which may be regarded as adaptive [40,41]. These are changes in the structure, growth, or condition of stands, or in tree morphology [6,25,41,42,43,44,45,46,47,48,49,50,51,52]. Mechanosensitive control over growth and morphogenesis is an adaptive trait, reducing the risks of breakage or explosion [53,54]. In the 1950s, Jacobs [55] carried out an experiment which involved immobilising the lower part of a tree stem. The swaying upper part of the stem, just above the point of immobilisation, grew significantly faster than the immobilised part below that point. Following the removal of the fastenings, the differences in radial growth were not significant. Telewski and Jaffe [56,57] noted further that the direction of action of the force is important. If the direction remains the same, then a certain part of the stem cross-section is subject to greater compressive and tensile stresses, which have a stimulating effect on the activity of the cambium. There is a change in the pattern of radial growth, and thus the shape of the stem cross-section is altered [58,59,60].
Another response to mechanical stress may be a change in the structure and properties of the wood [56,57,61,62]. A typical example of a tree’s response mechanism is the development of reaction wood [63]. Detailed study of this phenomenon has shown primarily what role in the process is played by static loads (gravitropism). Wind pressure on a tree additionally generates what are called dynamic loads. These occur periodically, and their size depends on the wind strength and speed and on the effect of wind exposure. In a stand, wind exposure depends mainly on the distance from the forest edge [64]. Brüchert [65] showed that the differences in wood properties between trees growing close to the edge and in the interior of a forest were not significant. Particularly interesting, however, is the variation in properties over a cross-section of the stem, between the windward and leeward sides [58,66]. On the one hand, the disproportions between the sides of the stem increase with age; on the other, the effect depends on the distance from the edge of the stand—the greater the distance, the smaller the differences [67].
In real conditions, and in the case of mature trees in a forest, it is hard to obtain empirical evidence of relationships between wood properties and biomechanical constraints [68]. In fact, many properties responsible for the mechanical structure are closely correlated, and in natural conditions, there are limited possibilities of measuring them and making a comprehensive analysis of them [69,70]. For this reason, many existing studies of the tree–wind relationship focus mainly on analysis of the morphological traits of trees and the related resistance to dynamic loads [71,72]. Wood structure and properties have been studied mainly in terms of the resistance of trees to extremely strong destructive loads. Experimenters have attempted to initiate damage to trees in a controlled manner [65,73,74] and have compared the properties of wood from damaged and undamaged trees [75,76,77,78,79].
The significance of wood properties, particularly density, for the life strategy, adaptation, and long-term stability of trees continues to be debated [80,81,82]. Loehle [83] believes that tree architecture is an effect of constraints that result from the wood properties. Simply, a tree produces wood of limited strength. We aimed to determine in precise quantitative terms how trees, under the influence of position and mechanical forces, adapt to the microclimate in the stand. We focus particularly on the properties as features resulting indirectly from the dynamics of secondary growth, because in conifer species, these are strongly correlated traits. In addition, wood properties have previously been studied chiefly through experiments that simulate mechanical forces. Our research took place in commercial stands, where the parameters of the model cannot be directly measured and calibrated [69]. The response of secondary growth to mechanical forces is the easiest to measure, particularly if the research is focused on adaptive changes over a long time. Mature stands, exposed to prevailing winds, were studied because a process of acclimatisation must have taken place as the trees aged. In fact, long-term stability represents a complex of situations and variables, often unknown and uncontrolled. Nonetheless, in this way we can give an indication of how trees in a stand adapt to real wind loads.
The aim of the study was to analyse within-stem variability of the density and mechanical properties of the wood of Scots pine, the most significant species in Polish forests. Research was carried out in wind-exposed stands. We proposed the hypothesis that: (i) wind induces asymmetric stresses that are sensed by trees, resulting in higher wood density and strength on the leeward side of the stem (the side subject to stronger and more frequent mechanical loads); (ii) trees growing at a distance from the stand edge are subject to smaller loads (lower growth response to mechanical loads) compared with those growing close to the edge, and as a result, the wood properties on their windward and leeward sides are similar; (iii) the variability of wood properties is an adaptation to the real wind loads on mature trees in the forest. Account must be taken of the specific conditions of our experiment, including the species, age, and structure of the stand.
2. Materials and Methods
2.1. Stand Selection
The study was carried out in the north-western part of Poland, in seven mature stands of Scots pine (Pinus sylvestris L.) (Figure 1). In this area, the annual average wind speed is 3.9 m/s, the average temperature is 8.2 °C, and annual rainfall is 795 mm.
One of the basic criteria for selecting areas for study was their closeness to open area (without trees or other obstacles). In view of the prevailing winds in this part of Europe, the windward forest edge was on the side facing west or in a similar direction (north-west or south-west). The selected stands consisted of pine trees (with no other species in the canopy) and were similar in terms of age and other features. The age of the stands ranged from 82 to 87 years. The mean diameter at breast height ranged from 31 to 37 cm, and the height from 24 to 27 m (Table 1). The average stand density per plot (per hectare): A 62 (312), B 61 (305), C 59 (293).
2.2. Selection of Model Trees
Within each stand, three trial plots were marked out in the shape of rectangles, of which the longer sides, of length 100 m, were parallel to the stand edge. The shorter side of each rectangle measured 20 m. The trial plots were located at different distances from the stand edge: the first was adjacent to it (plot A: trees growing to 20 m from the stand edge, without first row), the second was at a distance of 30–50 m (plot B: trees growing between 30 and 50 m from the stand edge), and the third was at a distance of 60–80 m (plot C: trees growing between 60 and 80 m from the stand edge) (Figure 2). This meant that the studied trees were subject to different levels of wind exposure, because the average wind speed rapidly decreases from the edge to the interior of the stand [22].
On each trial plot, selected morphological traits of the trees were measured: diameter at breast height (dbh), tree height (th), and height of the first living branch of the crown. Trees growing on the forest edge (first row), growing in the second storey of the stand, or heavily inclined were excluded from the measurements. Dbh (in bark) was measured with a calliper to an accuracy of 1 cm, in opposite directions (minimum and maximum diameters, and in the north–south and east–west directions). Tree height (th) and the position of the first living branch of the crown were measured with an accuracy of 0.1 m using a Nikon Forestry Pro laser rangefinder. The crown length (cl) was obtained by subtracting the height of the first living branch from the total height of the tree. The trees were further characterised using selected structural indicators: the slenderness ratio (tree height/dbh) and relative crown length (tree height/length of crown).
In each stand, six model trees were selected, two from each trial plot. Hence 14 trees were selected in total from each plot, giving 42 trees in all (Table 2). Average distance of model trees from the stand edge: 11 m (plot A); 39 m (plot B), 67 m (plot C).
2.3. Sampling Procedure
From each model tree, five logs were cut from different parts of the stem. Each log was located at a different height (level). The first was cut from breast height level, and the second and subsequent logs were taken from 20%, 40%, 60%, and 80% of the height of the tree (Figure 2).
Samples with normalised cross-section (20 × 20 mm) were located adjacently along the W and E radii, omitting the core (Figure 2). In this way, information was obtained on mean values for the whole cross-section of the stem, and the effect of cambial age on wood properties was eliminated. All samples were free of structural defects. In order to characterize the experimental material (for compressive strength test), numbers and the width of annual rings were measured on the cross-sections of the wood samples.
2.4. Measurement of Wood Properties
Wood density was determined for wood samples of size 20 (R) × 20 (T) × 30 (L) mm3, serving to determine the compressive strength of the wood along the fibres. The sample densities were determined according to the method recommended in ISO 13061-2:2014 [84]. The mass of each sample was measured on an analytical balance with ±0.001 g accuracy. The dimensions were measured with a digital calliper to an accuracy of ±0.01 mm.
To ensure that the results approximated the properties of wood in the stems of growing trees, strength tests were carried out at moisture contents higher than 30% (above the saturation point of the fibres). The limiting moisture of the membranes was obtained by immersing the samples in water until their dimensions stabilised; that is, until the increment in the individual dimensions of the sample, measured at a 72-h interval, was equal to or less than 0.2 mm.
Experimental tests were performed using the TIRA TEST 2000 wood testing machine. The compressive strength of the wood in a longitudinal direction (or stress to failure, CS) was determined in accordance with ISO 13061-17:2017 [85] on 20 (R) × 20 (T) × 30 (L) mm3 rectangular samples.
For modulus of rupture (MOR) and modulus of elasticity (MOE), the three-point bend test was carried out in accordance with PN-77/D-04103 [86]. The samples (20 (R) × 20 (T) × 300 (L) mm3) were placed on the machine support pins separated by a distance of 240 mm in such a way that the forced deflection was always in the tangential direction. The load was applied at the midpoint of the sample on the radial surface.
Modulus of rupture (MOR) was calculated using Equation (1):
(1)
where Fmax is the maximum (breaking) force (N), L is the distance between supports (mm), and b and h are the width and height, respectively, of the test samples (mm).Modulus of elasticity (MOE) was calculated using Equation (2):
(2)
where Fn+1 − Fn is the increment in load within the linear region of the load–deflection curve (N), and fn+1 − fn is the increment in deflection corresponding to Fn+1 − Fn (mm).2.5. Statistical Analyses
In order to compare the physical and mechanical properties of wood with respect to the experimental variables, in the first step, the Lilliefors test was used to examine the normal distribution of data. The data in the analysed groups were of different quantities and had no normal distribution. Because of this, for three or more independent observations, the non-parametric Kruskal–Wallis test was carried out, followed by a Dunn test for multiple comparisons of means from each group of data. Statistical inference was performed at the significance level α = 0.05. The experimental data were analysed using Statistica 13.1 (TIBCO Software Inc., Palo Alto, CA, USA).
3. Results
3.1. Characteristics of Model Trees
The trees in the forest interior were higher by approximately 3 m than those growing on the stand edge, but the differences were not statistically significant. The slenderness ratio for trees growing in the 20 m strip at the stand edge (plot A) was 78; for the zone of moderate wind exposure (B) it was 81; and for the zone furthest from the stand edge (C) it was 85. There were no statistically significant differences. The variation in the slenderness ratio—the ratio of the height of a tree to its diameter at breast height—may be expected, since the mean dbh values of trees in the different wind exposure zones were very similar, ranging from 32 to 34 cm. The crown lengths of the studied trees decreased with increasing distance from the stand edge, from 8.4 m in the edge zone to 6.3 m. The relative crown length decreased similarly: at the stand edge, the living crown accounted for more than one-third of the length of the stem, while in the interior, it was approximately one-quarter. In the case of this indicator of the morphological structure of trees, statistically significant differences were found between the plots of greatest exposure (A) and low exposure (C). Crown diameter varied in an entirely different manner than the aforementioned features: the widest crowns (4.3 m) were those of trees at the stand edge, and moderately wide crowns (4.0 m) were found on the trees least exposed to the action of the wind, growing at the greatest distance from the stand edge (Table 3).
3.2. Differences of Wood Properties between Stand Edge and Forest Interior
There were no statistically significant differences in the mean oven-dry density (WD), compressive strength longitudinal to grain (CS), or modulus of rupture (MOR). The trees growing close to the stand edge (A) and at the greatest distance from it (C) had wood with similar density and strength. Of the analysed properties, only MOE exhibited significant differences, and only between plots A and C. The value of MOE increased with increasing distance from the stand edge (Table 4).
3.3. Variability of Wood Properties Across the Stem
WD, CS and MOR were higher in the eastern (leeward) part of the stem cross-section, while MOE was higher on the western (windward) part. The greatest differences were observed in plot A (statistically significant for all properties). In relative terms, the difference was 3.5% for WD, 6.1% for CS, 4.2% for MOR, and 3.9% for MOE. In the forest interior (plot B), the differences between the parts of the stem were smaller and statistically insignificant: 0.6% for WD, 3.1% for CS, 3.0% for MOR, and 3.8% for MOE. The wood from trees in zone C was found to be homogeneous, with identical or nearly identical values for the analysed properties on the western and eastern sides; the relative differences were 0.2% for WD, 0.4% for CS, and 0% for MOR, and MOE. There were no statistically significant differences between the zones (Figure 3a–d).
3.4. Variability in Wood Properties Along the Stem
In plot A, the largest relative differences in the value of WD between the E and W radii (5.0%) were recorded at dbh (Figure 4a). For the other properties, the largest differences were found for CS at 20% (7.1%) and 40% relative height (7.0%), for MOR at 40% (8.3%) and 80% relative height (8.6%), and for MOE at dbh (9.8%) and 80% relative height (9.5%) (Figure 5a, Figure 6b and Figure 7c). In plot B, the largest differences were found for WD at 80% relative height (3.6%), for CS at dbh (6.0%) and 20% relative height (6.7%), for MOR at 40% relative height (5.4%), and for MOE at 60% relative height (15.1%) (Figure 4b, Figure 5b, Figure 6b and Figure 7b). In plot C, the largest differences were found for WD, CS, and MOR at 80% relative height (respectively 4.8%, 5.3%, and 5.8%) and for MOE 40% relative height of the tree (4.5%) (Figure 4c, Figure 5c, Figure 6c and Figure 7c).
4. Discussion
Wind exposure, defined by distance from the windward edge of the stand, does not have a significant effect on tree morphology. Above all, the trees had similar diameters at breast height. It is possible that in a stand without gaps, the susceptibility of trees to the wind does not need to be compensated by an increase in the stem diameter. The presence of neighbouring trees has a favourable effect on stability. Particularly smaller trees are sheltered by larger neighbouring trees. Nevertheless, during storms with strong winds, the response of individual trees is highly irregular, and the shelter effect from larger trees might not be as effective [49,87]. It is known that the stresses induced in the stem under wind load increase radial growth [6]. In this case, the stem cross-sections become oblate. While narrower annual rings (shorter radii) were observed on the windward (western) side of the stem, the differences from the leeward (eastern) side were not statistically significant.
Another effect of the action of the wind on trees is a reduction in upward growth [6]. Although the absolute difference in height between the stand edge (A) and the forest interior (C) was approximately 3 m, it was not statistically significant. Similarly, significant differences were not found in the case of crown length. Both the height of the tree and length of the crown are found to be factors affecting tree stability [8]. However, a more appropriate indicator is the ratio of crown length to tree height (the crown ratio). In this case, there was a statistically significant difference between the stand edge (A) and the forest interior (C). Trees growing further from the edge had longer crowns. They also had slightly lower slenderness ratios. In combination, these two indicators show that the stability of trees gradually decreases from the edge of the stand to the interior. Similar results were reported by Bascuñán et al. [67] and by Bruchert and Gardiner [64]. According to those authors, both the shape of the stem and the wood properties vary depending on wind exposure, although Brüchert [65] notes that the differences in the wood properties are not statistically significant. We obtained similar results. We did not observe significant differences in wood density, compressive strength, or MOR. A statistically significant difference was found only for MOE between plot A (stand edge) and C (forest interior). The more exposed trees, growing on the edge of the stand, are less tall and have more tapered stems. Those growing in the interior are taller and more slender. The stems of trees on the stand edge are more rigid in the lower part and more flexible in the crown part. Trees growing at a distance from the edge compensate for their greater stem slenderness with higher elasticity [64,67].
A certain growth response to wind loads is represented by the variability of wood properties between the windward and leeward sides of the stem [58,66]. The disproportions between the sides of the stem increase with age, and the effect also depends on the distance from the stand edge: the greater the distance, the smaller the differences [67]. The stands included in our study were of similar age. However, like Bascuñán et al. [67], we noted that with increasing distance from the windward edge of the stand, the differences between the windward and leeward sides decreased. We observed statistically significant differences only in plot A, closest to the stand edge. In this case, the mean values characterised the whole stem. Analysing the differences between the sides at different positions along the stem, we found the differences to be noticeable, but not statistically significant.
Generally, along the stem, higher wood density and strength were recorded on the eastern radius. This is a pattern that quite well describes the variability of wood properties in plots A and B. However, in the case of trees growing in plot C, both density and strength decrease in the direction from the base to the top of the stem, but in different parts, higher values were recorded either on the windward side (W) or on the leeward side (E). The longitudinal pattern of variation in wood properties and the decreasing trend with height on the stem were in accordance with previous studies on Scots pine and other softwood species [88,89,90,91].
Uninherited features, shaped under the influence of the environment, are an expression of adaptive processes. Phenotypic variability is a condition for trees’ survival in different conditions of growth and development. Growth responses involve both eccentric wood growth around the trunk, stiffening as wood matures, and change in the modulus of elasticity of new wood [60,92,93,94]. According to Sellier and Fourcaud [95], however, the material properties play a limited role in tree dynamics, and architecture is more significant. Generally, wind-exposed trees have greater safety margins than protected trees [96]. Our experiments were carried out in the relatively small areas into which commercial stands are divided. These provide highly uniform conditions for growth and development. We assumed that trees growing several tens of metres from the stand edge would be subject to smaller loads (lower growth response to mechanical loads) than those growing close to the edge. In such conditions, according to Moore et al. [68], it may be difficult to obtain empirical evidence of relationships between the wood properties and biomechanical constraints. The biomechanics of a tree consist of a complicated system of relations between features, which in natural conditions are closely correlated, and there are limited possibilities of measuring these and subjecting them to comprehensive analysis [69]. Different requirements relating to wind resistance at the stand edge and in the forest interior cause tree architecture and wood properties to be combined in such a way as to provide the best resistance to wind loads. In zones subject to the strong action of the wind, the trees are less tall, their stems are more tapered, the crowns are lower, and the wood properties exhibit greater variation. The stability of a tree thus depends not only on morphological traits: the degree of within-stem variability will also play an important role.
Within-stem variability of wood is a natural feature and is probably determined by the physiological and biomechanical functionality of plant tissues. The changes observed in the structure and properties of wood would appear to be linked to changes occurring in the biomechanics of a tree as it grows and develops. Based on the results obtained, it may also be assumed that the differences are the result of a process of acclimatisation, which leads to the formation of an optimum biostructure in both physiological and mechanical terms. Because of such within-stem variability of wood properties, the stability of the tree, as well as the ability of the stem to transfer static and dynamic loads, would appear to be much greater than in the case of wood with a homogeneous structure and properties.
5. Conclusions
The mean values (for the whole of the stem) of the density, compressive strength, and modulus of rupture of the wood, for trees growing at different distances from the windward edge of the stand, did not exhibit statistically significant differences. Only the MOE increased with increasing distance from the edge, similarly to the mean tree height and slenderness. This means that trees growing at a distance from the stand edge compensate for their increased slenderness with greater stem elasticity. A certain growth response to wind loads was the variability in wood properties between the western and eastern sides of the stem. This effect was particularly marked in trees subject to high wind exposure, growing closest to the stand edge. With increasing distance from the edge, the differences in density and strength between the windward and leeward sides gradually decreased. Comparing different sections along the stem, it was found that higher wood density and strength on the eastern (leeward) radius generally occurred in the lower part of the stem. This shows that the different requirements relating to wind resistance at the stand edge and in the forest interior lead the tree architecture and wood properties to combine in a way that enables the best resistance to wind loads. It may be assumed on this basis that the effect of exposure will also be visible in the structure of the wood (tracheid length, cell wall thickness, microfibrils angle, etc.). However, this needs to be verified in future research, which should also consider other species of tree. This is one of the paths to understanding the different strategies used by trees to adapt to environmental constraints and the non-uniform growth response to those strategies.
Author Contributions
Conceptualization, A.T.; methodology, A.T., T.J. and W.P.; formal analysis, A.T., T.J., W.G., P.M. and K.T.; data curation, A.T. and T.J.; writing—original draft preparation, A.T., T.J., W.P., W.G., P.M. and K.T.; writing—review and editing, A.T., T.J., W.G. and P.M.; visualization, A.T.; supervision, A.T. All authors have read and agreed to the published version of the manuscript.
Funding
Publication was co-financed within the framework of the Polish Ministry of Science and Higher Education’s program: “Regional Initiative Excellence” in the years 2019–2022 (No. 005/RID/2018/19).
Acknowledgments
The authors would like to acknowledge anonymous reviewers for commenting and improving scientific quality of this paper.
Conflicts of Interest
The authors declare no conflict of interest.
Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Figures and Tables
Enlarge this image.Figure 3. Differences between windward (radius W) and leeward (radius E) side of the tree stem: (a) oven-dry density; (b) compressive strength longitudinal to grain; (c) modulus of rupture (MOR); (d) modulus of elasticity (MOE). Note: stars denote a statistically significant difference between radii.
Enlarge this image.Figure 3. Differences between windward (radius W) and leeward (radius E) side of the tree stem: (a) oven-dry density; (b) compressive strength longitudinal to grain; (c) modulus of rupture (MOR); (d) modulus of elasticity (MOE). Note: stars denote a statistically significant difference between radii.
Enlarge this image.Figure 4. Variability in oven-dry density (WD) along the stem (the lines represented ± standard deviation): (a) plot A (0–20 m); (b) plot B (30–50 m); (c) plot C (60–80 m).
Enlarge this image.Figure 5. Variability in compressive strength longitudinal to grain (CS) along the stem (the lines represented ± standard deviation): (a) plot A (0–20 m); (b) plot B (30–50 m); (c) plot C (60–80 m).
Enlarge this image.Figure 6. Variability in modulus of rupture (MOR) along the stem (the lines represented ± standard deviation): (a) plot A (0–20 m); (b) plot B (30–50 m); (c) plot C (60–80 m).
Enlarge this image.Figure 7. Variability in modulus of elasticity (MOE) along the stem (the lines represented ± standard deviation): (a) plot A (0–20 m); (b) plot B (30–50 m); (c) plot C (60–80 m).
Characteristics of stands, in which mean sample plots were located.
| No. | Forest District | Age | dbh | Height | Coordinates of Stands | Direction of the Stand Edge | |
|---|---|---|---|---|---|---|---|
| (cm) | (m) | N | E | ||||
| 1 | Miastko I | 84 | 34 | 26 | 53°58′28″ | 16°58′3″ | N-S |
| 2 | Miastko II | 89 | 36 | 26 | 54°0′56″ | 16°53′59″ | N-S |
| 3 | Warcino | 86 | 31 | 25 | 54°12′37″ | 16°52′28″ | NW-SE |
| 4 | Czaplinek | 87 | 35 | 27 | 53°37′35″ | 16°11′57″ | N-S |
| 5 | Łupawa | 83 | 37 | 24 | 54°23′11″ | 17°17′40″ | N-S |
| 6 | Świdwin | 83 | 32 | 26 | 53° 53′3″ | 15°44′18″ | N-S |
| 7 | Czarnobór | 82 | 31 | 24 | 53°36′59″ | 16°40′37″ | NE-SW |
Note: dbh—diameter at breast height.
Table 2Numbers of model trees, logs, and samples.
| Plot | All | |||
|---|---|---|---|---|
| A (0–20 m) | B (30–50 m) | C (60–80 m) | ||
| model trees | 14 | 14 | 14 | 42 |
| logs for wood samples | 70 | 70 | 70 | 210 |
| samples for wood density (WD) | 421 | 403 | 421 | 1245 |
| samples for compressive strength (CS) | 421 | 409 | 434 | 1273 |
| samples for modulus of rupture (MOR) | 420 | 400 | 440 | 1260 |
| samples for modulus of elasticity (MOE) | 419 | 400 | 438 | 1257 |
Model trees characteristics.
| A (0–20 m) | B (30–50 m) | C (60–80 m) | |
|---|---|---|---|
| Mean ± SD | Mean ± SD | Mean ± SD | |
| tree height (th) (m) | 23.8 ± 1.2 | 25.9 ± 2.7 | 26.9 ± 3.3 |
| diameter at breast height (dbh) (cm) | 32 ± 6.9 | 34 ± 5.9 | 33 ± 7.5 |
| height-to-diameter-ratio (h:d) | 78 ± 16.5 | 81 ± 17.8 | 85 ± 15.1 |
| radius E d1.3—leeward (cm) | 17.8 ± 4.3 | 16.7 ± 4.5 | 15.7 ± 3.7 |
| radius W d1.3—windward (cm) | 13.2 ± 2.6 | 13.1 ± 2.7 | 12.1 ± 2.9 |
| crown length (cl) (m) | 8.4 ± 2.0 | 7.1 ± 2.2 | 6.3 ± 2.2 |
| crown ratio (cl:th) (crown length/tree height) | 0.35 ± 0.08 C | 0.27 ± 0.07 | 0.23 ± 0.06 A |
| crown diameter (cd) (m) | 4.3 ± 1.3 B | 3.3 ± 1.4 A | 4.0 ± 1.8 |
Note: different superscripts denote a statistically significant difference between plots.
Table 4Wood properties characteristics.
| A (0–20 m) | B (30–50 m) | C (60–80 m) | |
|---|---|---|---|
| Mean ± SD | Mean ± SD | Mean ± SD | |
| oven-dry density (WD) (kg/m3) | 495 ± 76 | 490 ± 82 | 491 ± 83 |
| compressive strength longitudinal to grain (CS) (MPa) | 23.7 ± 4.5 | 23.2 ± 4.4 | 23.6 ± 4.6 |
| modulus of rupture (MOR) (MPa) | 48.8 ± 10.5 | 48.3 ± 10.0 | 48.5 ± 10.5 |
| modulus of elasticity (MOE) (GPa) | 4.98± 1.23 C | 5.03 ± 1.29 | 5.23± 1.25 A |
Note: different superscripts denote a statistically significant difference between plots.
© 2020 by the authors.
Details
; Jelonek, Tomasz 1
; Pazdrowski, Witold 1 ; Grzywiński, Witold 1 ; Mania, Przemysław 2
; Tomczak, Karol 1
1 Department of Forest Utilization, Faculty of Forestry and Wood Technology, Poznań University of Life Sciences, Wojska Polskiego 71A, 60-625 Poznań, Poland;
2 Department of Wood Science and Thermal Technics, Faculty of Forestry and Wood Technology, Poznań University of Life Sciences, Wojska Polskiego 38/42, 60-627 Poznań, Poland;