Table 2. Equations of tree height, crown shape, branch size and board strength given with parameterisation sample size and parameter values. | |||||||||||||
algorithm | equation | number | specification | sample size | a0 | a1 | a2 | a3 | a4 | ||||
height | [m] | 7 | P = 1,000 | 866 | –4.33 | 1.27 | –4.21 | –0.155 | |||||
P = 2,000 | 1,579 | –0.27 | 1.29 | –2.80 | –0.20 | ||||||||
P = 4,000 | 865 | 2.65 | 1.34 | –2.00 | –0.24 | ||||||||
crown base height | [m] | 8 | any | 3,599 | 0.630 | –0.944 | –0.0122 | ||||||
crown diameter | [m] | 9 | any | 594 | 0.597 | 0.0845 | 0.0340 | –0.887 | 1.25 | ||||
branch diameter | [mm] | 10 | any | 991 | 4.78 | 8.68 | 1.2 | ||||||
wood density | [kg m–3] | 11 | any | 802 | 162 | 39.9 | 494 | –7.11 | |||||
bending strength |
[N mm–2] |
12 |
≤ 20 | 606 | –32.0 | 0.150 | –18.3 | 0.504 | –21.3 | ||||
> 20 | 103 | –45.0 | 0.175 | –5.43 | 0 | –3.64 | |||||||
wood density 1 | [kg m–3] | 13 | any | 802 | 515 | –10.7 | 2.28 | ||||||
bending strength 1 | [N mm–2] | 14 | any | 709 | –45.22 | 0.18 | –10.69 | 0.53 | –25.81 | ||||
1 basic Version |
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h0 = breast height, const = 1.3 m | P = planting density | = tKAR (BS 4978, 2007) | |||||||||||
d = diameter at breast height (DBH) [cm] | = mean cambial age of board | = distance from pith of board cross-sectional centre | |||||||||||
dg = quadratic mean stem diameter (QMD) [cm] | = mean ring width of board | = top diameter of log | |||||||||||
= branch length | = DEK of biggest branch in board (DIN 4074-1, DIN 2012) |