Algorithm Derivation of Winter Facies Wind Protection of Shelterbelts Structural Parameters and Wind Permeability Coefficient  

Algorithm Derivation of Winter Facies Wind Protection of Shelterbelts Structural Parameters and Wind Permeability Coefficient

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作  者:Wang Zhigang Ren Yu 

机构地区:[1]Experimental Center for Desert Forestry,Chinese Academy of Forestry

出  处:《Chinese Forestry Science and Technology》2012年第3期89-90,共2页中国林业科技(英文版)

摘  要:To solve the problem in the absence of permeability algorithm in China’s forestry industry standard "Technical Specification for Oasis Shelter Belt Construction(LY/T 1682—2006)",by defining and calculating the forest structural parameters-porosityβ,stumpage surface porosity S",stumpage volume porosity V’,aboveground surface area density C,aboveground bulk density W,the relations among these structural parameters and their relations with wind permeability coefficientα,shelterbelt width D and mean diameter of branch d were calculated,which is expressed as:W=V’/D=dC/4 =dS’/4D=-πdlnβ/4D = -0.1πZdlnα/D.It is proofed that the main structural parameters have homogeneity and different structural parameters are of inheritance and consistency on the nature,there is no exclusivity in the strict sense,and is convertible under certain conditions,which is convenient for evaluating the wind-resistance effect of shelterbelt. A set of computational formulas for wind effect evaluation of farmland shelterbelt in dry and sandy area in northern China is derived.To solve the problem in the absence of permeability algorithm in China’s forestry industry standard "Technical Specification for Oasis Shelter Belt Construction(LY/T 1682—2006)",by defining and calculating the forest structural parameters-porosityβ,stumpage surface porosity S",stumpage volume porosity V’,aboveground surface area density C,aboveground bulk density W,the relations among these structural parameters and their relations with wind permeability coefficientα,shelterbelt width D and mean diameter of branch d were calculated,which is expressed as:W=V’/D=dC/4 =dS’/4D=-πdlnβ/4D = -0.1πZdlnα/D.It is proofed that the main structural parameters have homogeneity and different structural parameters are of inheritance and consistency on the nature,there is no exclusivity in the strict sense,and is convertible under certain conditions,which is convenient for evaluating the wind-resistance effect of shelterbelt. A set of computational formulas for wind effect evaluation of farmland shelterbelt in dry and sandy area in northern China is derived.

关 键 词:farmland SHELTERBELT POROSITY stumpage POROSITY surface DENSITY bulk DENSITY WIND permeability coefficient 

分 类 号:S7[农业科学—林学]

 

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