Numerical Simulation of the Airflow Across Trees in a Windbreak

被引:78
作者
Rosenfeld, Moshe [1 ]
Marom, Gil [1 ]
Bitan, Arieh [2 ]
机构
[1] Tel Aviv Univ, Fac Engn, Sch Mech Engn, IL-69978 Tel Aviv, Israel
[2] Tel Aviv Univ, Dept Geog & Human Environm, IL-69978 Tel Aviv, Israel
关键词
Computational fluid dynamics; Natural windbreak; Porosity; Three-dimensional flow; Trees; BOUNDARY-LAYER-FLOWS; WIND-TUNNEL; 2-EQUATION MODELS; VEGETATION; SINGLE; SHELTERBELTS; VELOCITY; BELTS;
D O I
10.1007/s10546-009-9461-8
中图分类号
P4 [大气科学(气象学)];
学科分类号
0706 ; 070601 ;
摘要
The flow across a three-dimensional (3-D) windbreak comprising individual cypress trees is studied to establish the significance and extent of the 3-D flow patterns. The cypress tree is modelled as a solid cylindrical stem and a conic porous canopy. Cases with a single row of trees or two rows of trees with different distances between the rows are considered; in the case of a single row, several densities of the canopy are used. The steady Reynolds-averaged Navier-Stokes (RANS) approximation is solved using a commercial computational fluid dynamics (CFD) package and a high-resolution mesh. Three-dimensional flow is found in the vicinity of the windbreak up to a leeward distance of 1-2 tree-heights, depending on the density of the canopy, and is manifest as significant lateral variations and reduced vertical flow. At larger leeward distances, a two-dimensional (2-D) flow is established with characteristics similar to existing 2-D studies; the flow leeward of the last row is insensitive to the distance between the rows. Homogeneous 2-D windbreak models are found to be inaccurate in the vicinity of the windbreak. This is exactly the region that needs to be sheltered in many cases, since the inner vegetation is anyway protected by the outer vegetation.
引用
收藏
页码:89 / 107
页数:19
相关论文
共 34 条
[1]   Windbreak aerodynamics: Is computational fluid dynamics reliable? [J].
Bourdin, P. ;
Wilson, John D. .
BOUNDARY-LAYER METEOROLOGY, 2008, 126 (02) :181-208
[2]   DEVELOPMENT OF VELOCITY AND SHEAR-STRESS DISTRIBUTIONS IN THE WAKE OF A POROUS SHELTER FENCE [J].
BRADLEY, EF ;
MULHEARN, PJ .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1983, 15 (1-3) :145-156
[3]   Effects of windbreaks on airflow, microclimates and crop yields [J].
Cleugh, HA .
AGROFORESTRY SYSTEMS, 1998, 41 (01) :55-84
[4]   CFD modelling and wind tunnel validation of airflow through plant canopies using 3D canopy architecture [J].
Endalew, A. Melese ;
Hertog, M. ;
Delele, M. A. ;
Baetens, K. ;
Persoons, T. ;
Baelmans, M. ;
Ramon, H. ;
Nicolai, B. M. ;
Verboven, P. .
INTERNATIONAL JOURNAL OF HEAT AND FLUID FLOW, 2009, 30 (02) :356-368
[5]  
Grant PF, 1998, LAND DEGRAD DEV, V9, P57, DOI 10.1002/(SICI)1099-145X(199801/02)9:1<57::AID-LDR288>3.0.CO
[6]  
2-7
[7]   A NUMERICAL STUDY OF THE AIR-FLOW WITHIN AND AROUND A SINGLE TREE [J].
GROSS, G .
BOUNDARY-LAYER METEOROLOGY, 1987, 40 (04) :311-327
[8]   A wind-tunnel study of windbreak drag [J].
Guan, DX ;
Zhang, YS ;
Zhu, TY .
AGRICULTURAL AND FOREST METEOROLOGY, 2003, 118 (1-2) :75-84
[9]  
HAGEN LJ, 1981, T ASAE, V24, P1002, DOI 10.13031/2013.34381
[10]   EFFECTS OF WINDBREAK STRUCTURE ON WIND FLOW [J].
HEISLER, GM ;
DEWALLE, DR .
AGRICULTURE ECOSYSTEMS & ENVIRONMENT, 1988, 22-3 :41-69