The effect of wind barriers on airflow in a wind tunnel

被引:32
作者
Wu, Xiaoxu [1 ,2 ]
Zou, Xueyong [1 ]
Zhang, Chunlai [1 ]
Wang, Rende [3 ]
Zhao, Jingyan [1 ]
Zhang, Jiaqiong [1 ]
机构
[1] Beijing Normal Univ, MOE Engn Ctr Desertificat & Blown Sand Control, State Key Lab Earth Surface Proc & Resource, Beijing 100875, Peoples R China
[2] Beijing Normal Univ, Coll Global Change & Earth Syst Sci, Beijing 100875, Peoples R China
[3] Hebei Sci Coll, Inst Geog Sci, Shijiazhaung 050011, Peoples R China
基金
中国国家自然科学基金;
关键词
Porosity; Row number and space; Shelter benefit; Wind barrier; FIELD; VELOCITY; PROTECTION; SHELTER; EROSION; FENCES; MODEL;
D O I
10.1016/j.jaridenv.2013.05.003
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
Porous wind barriers are widely used and proven more efficient than solid barriers. In this study, the shelter quality of wind barriers of different porosity, row space and row number was compared based on wind-tunnel measurements. The 14 cm-high (H) scaled models of wind barriers were placed perpendicularly to the wind direction in the wind tunnel, and rough elements were placed upwind of the models to obtain a reasonable self-simulation zone and Reynolds number. The results show that the airflow field changes little in the area above one-row wind barriers. In the area below the models, the airflow field is rearranged into four energy regions. The best shelter effect achieved downwind is always obtained using a 0.35-porosity wind barrier, so we suggest the optimal porosity of 0.3-0.4 for wind barriers in sand-control engineering. The shelter effect comparison of two-row 035-porosity wind barriers indicates that 6 H is the optimum row space. Two-row and three-row wind barriers obviously provide better shelter than one-row barriers. Therefore, we suggest 5-7 H as the optimal row spacing for multi-row wind barriers. Our results indicated good agreement with previous studies regarding porosity, row number and row space, with some exceptions about wind barrier design regarding porosity. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:73 / 83
页数:11
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