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Table 4 Model parameter means and standard errors (SE), F ratios and the significance of differences among the means for three sampled sites for air-dry density (wood density), microfibril angle (MFA) and dynamic modulus of elasticity (MOE) as a function of cambial age

From: Radial variation in modulus of elasticity, microfibril angle and wood density of veneer logs from plantation-grown Eucalyptus nitens

Wood property and parameters

Cambial age

F2,22

Strathblane

Geeveston

Florentine

Mean (SE)

Mean (SE)

Mean (SE)

Wood density (kg m−3)

  Asymcore1

562.0a (8.4)

523.0b (8.6)

520.0b (7.2)

8.2**

  Asymouter2

668.1ab (23.4)

704.5a (21.3)

619.6b (18.7)

4.6*

  Xmid3

10.5a (0.9)

10.2a (0.7)

9.0a (0.8)

1.1ns

  scal4

0.8a (0.3)

1.3a (0.3)

1.1a (0.3)

0.8ns

  RMSE5 (kg m−3)

24.8

19.8

21.6

 

MFA (degrees)

 Asymouter2

7.9ab (0.5)

8.2a (0.6)

6.4b (0.4)

4.3*

  R06

21.5a (1.2)

22.3a (1.1)

22.2a (0.8)

0.1ns

  lrc7

− 1.0a (0.1)

− 1.4ab (0.1)

− 1.5b (0.1)

5.8**

  RMSE5 (degrees)

1.9

1.6

2.1

 

MOE (GPa)

  Asymouter2

18.7a (1.5)

20.0a (1.5)

22.2a (1.7)

1.2ns

  Xmid3

0.8a (0.8)

2.5ab (0.8)

3.8b (0.8)

3.6*

  scal4

3.4a (0.5)

4.4ab (0.5)

5.8b (0.5)

5.9**

  RMSE5 (GPa)

1.1

1.0

1.0

 
  1. A four-parameter logistic model was fitted for wood density, an asymptotic exponential model for MFA and a three-parameter logistic model for MOE. Sites with common letters are not significantly different for the parameter indicated
  2. nsP ≥ 0.05; *P < 0.05; **P < 0.01
  3. 1Asymptote for corewood
  4. 2Asymptote for outerwood
  5. 3Age in years at which the inflection point of the curve occurs
  6. 4Slope at the inflection point of the curve
  7. 5RMSE root mean square error
  8. 6Y intercept
  9. 7Natural logarithm of the rate of curvature