Comparison of two models for predicting the critical wind speeds required to damage coniferous trees

被引:293
作者
Gardiner, B [1 ]
Peltola, H
Kellomäki, S
机构
[1] Forestry Commiss Res Agcy, No Res Stn, Roslin EH25 9SY, Midlothian, Scotland
[2] Univ Joensuu, Fac Forestry, FIN-80101 Joensuu, Finland
关键词
wind load; uprooting; stem breakage; critical wind speed; breaking stress; turning moment; model calculation; model comparisons;
D O I
10.1016/S0304-3800(00)00220-9
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
Two independently developed mathematical models (GALES and HWIND) for predicting the critical wind speed and turning moment needed to uproot and break the stems of coniferous trees were compared and the results tested against field data on the forces experienced by forest trees and the wind speeds required to damage them. The GALES model calculates the aerodynamic roughness and zero-plane displacement of a forest stand. The aerodynamic roughness provides a measure of the stress (force/unit area) imposed on the canopy as a function of wind speed and the zero-plane displacement provides a measure of the average height on the tree at which the wind acts. Together they allow a calculation of the bending moment imposed on the tree for any wind speed. Data from almost 2000 trees uprooted during pulling experiments and destructive sampling of green wood then allow the model to make predictions of the wind speed at which the tree will be overturned and at which the tree will break for a number of coniferous species. The model assumes a linear relationship between tree stem weight and the maximum resistive moment that can be provided by the root system and it assumes that the stress in the outer fibres of the stem induced by the wind is constant with height. In the HWIND model the turning moment arising from the wind drag on the crown is calculated assuming a logarithmic upwind profile. Together with the contribution from the overhanging weight of the stem and branches caused by bending of the stem this provides the total bending moment. The angle of stem bend is explicitly calculated from the stiffness of the stem. The breaking strength of the stem and the support given by the root-soil plate are calculated from previous experiments on timber strength, and tree resistance to overturning by using root-soil plate mass to derive the resistive moment. This allows calculation of the wind speed required to break and overturn the tree. Model comparisons were performed for individual Scots pine (Pinus sylvestris L.) and Norway spruce (Picea abies L.) with varying tree height and stem taper (dbh/height). Tree location was at the forest stand edge on a podzolic soil. Model comparisons gave good agreement for the critical wind speeds at the forest edge required to break and overturn trees with a maximum difference in prediction of 26%. Slightly better agreement was obtained for Norway spruce (mean difference of 10.8%) than Scots pine (mean difference of 12.3%) and the best agreement was for trees with a taper of 100. At higher taper the GALES model generally predicted higher critical wind speeds than the HWIND model whereas at lower taper the reverse applied. (C) 2000 Elsevier Science B.V. All rights reserved.
引用
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页码:1 / 23
页数:23
相关论文
共 72 条
[1]  
ALEXANDER ROBERT R., 1964, FOREST SCI, V10, P130
[2]  
ALEXANDER RR, 1967, RM92 US FOR SERV, P1
[3]  
[Anonymous], ACTA FORESTALIA FENN
[4]  
BALCKBURN GRA, 1997, THESIS MANCHESTER U
[5]   A ROOT ANCHORAGE MODEL FOR SHALLOWLY ROOTED SITKA SPRUCE [J].
BLACKWELL, PG ;
RENNOLLS, K ;
COUTTS, MP .
FORESTRY, 1990, 63 (01) :73-91
[6]   COMPONENTS OF TREE STABILITY IN SITKA SPRUCE ON PEATY GLEY SOIL [J].
COUTTS, MP .
FORESTRY, 1986, 59 (02) :173-197
[7]  
Davenport A.G., 1961, P I CIVIL ENG, V19, P449, DOI DOI 10.1680/IICEP.1961.11304
[8]   MODELING ROOT STRUCTURE AND STABILITY [J].
DEANS, JD ;
FORD, ED .
PLANT AND SOIL, 1983, 71 (1-3) :189-195
[9]   PREDICTING WIND-CAUSED MORTALITY IN STRIP-CUT STANDS OF PEATLAND BLACK SPRUCE [J].
ELLING, AE ;
VERRY, ES .
FORESTRY CHRONICLE, 1978, 54 (05) :249-252
[10]  
Flemming G., 1968, Arch. Forstw., V17, P5