Title of article :
Feasibility of estimating stem size distribution from measurement on the largest trees in even-aged pure stands
Author/Authors :
Osawa، Akira نويسنده , , Abaimov، Anatoly P. نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2001
Abstract :
Reconstruction of the size distribution of trees in stands provides critical information for assessing the effects of environmental changes on forests and for forest management. For furthering a method of such reconstruction, feasibility of estimating size distribution in stem volume from measurement of the largest trees was examined for even-aged pure stands of Pinus banksiana Lamb.and Larix gmelinii (Rupr.) Rupr. We tested what percentage of the largest trees should be included in obtaining a frequency distribution in stem volume that is not statistically different from the observed size distribution patterns. The -3/2 power, beta-type, and adjusted beta-type distribution functions were applied. Comparison of the observed stem frequencies and those estimated from measurement of the largest trees in a stand suggested that (i) the -3/2 power distribution, beta-type distribution, or adjusted beta-type distribution may be used for reconstruction of stem size variation in pure stands, if the overall size variation could be approximated by one of these functions; (ii) we can be at least 95% sure that the tree size pattern be expressed successfully with the -3/2 power distribution with tree samples of only the largest 20% in the stand, or with the beta-type distribution with the largest 30% in the stand; and (iii) the reliability decreases somewhat for the adjusted beta-type distribution. The second observation implies that reconstruction of the temporal changes in stand structure may be reliable up to the time when the stand density was about five times that of the trees used for fitting the -3/2 power distribution curve. Reliability may be warranted up to the stand density of about three times as the number of trees used for fitting the beta-type distribution. Other considerations and limitations are also discussed.
Keywords :
cracking , hoop tension , Delamination , hoop bending moment , iteration , post-tensioned concrete , reinforced con-crete , radial reinforcement
Journal title :
CANADIAN JOURNAL OF FOREST RESEARCH
Journal title :
CANADIAN JOURNAL OF FOREST RESEARCH