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基于风洞模拟的槽状沙障防风效应试验OA

Wind-tunnel simulations of the wind protection provided by a trough-shaped sand barrier

中文摘要英文摘要

为防止直压立式纱网沙障底部严重的掏蚀现象,在障格内形成凹曲面,导致障体边缘歪斜,障格面积改变,防护效益降低.现提出"槽状沙障"这一通过覆沙提高自重而增强抗风蚀能力及地面贴合度的沙障新形状,基于风洞试验,在6 m·s-1、9 m·s-1、12 m·s-1三种风速条件下,获得各障体高度、夹角(前后同高、前低后高、角度型)槽状沙障的风速数据,通过计算分析流场结构、风速廓线及加速率等指标,深入探究其防风效应.结果表明:槽状沙障布设均能有效降低风速,整体防风效果体现为五个特征区域,显著影响近地表气流运动.在相同夹角条件下,随着沙障高度的增加,气流加速率呈现上升趋势,但沙障角度不宜设置过大,以免防风效果减弱.布设沙障后,地表粗糙度随来流风速增大而减小,两者呈负相关关系,摩阻速度均随风速增强而线性递增,表现出显著的正相关特征.本研究结果旨在形成防沙工程优化设计理论及配套技术体系,为工程实践提供科学依据.

In order to prevent serious hollowing out at the bottom of a vertical-mesh sand barrier,a concave sur-face is formed in the barrier.This causes the barrier to develop a skewed edge,changes its area,and reduces its protective benefits.Here,we propose a new"trough-shaped"sand barrier.This shape enhances both its resistance to wind erosion and its ground adhesion by covering sand to increase its own weight.Based on wind-tunnel tests at three wind speeds—6 m·s-1,9 m·s-1,and 12 m·s-1—we obtained wind-speed data for trough-shaped sand barri-ers with different heights and angles(i.e.,the same height at the front and back,a lower front and higher back,and angle type).By calculating and analyzing the flow-field structure,we investigated in detail the wind-speed profile and acceleration rate,as well as the wind-protection effect.The results show that a trough-shaped sand bar-rier can reduce the wind speed effectively and that the overall wind-protection effect is reflected in five character-istic areas that affect the near-surface air movement significantly.At a fixed angle,an increase in the height of the sand barrier increases the rate of acceleration of the airflow.However,the angle of the sand barrier must not be too large in order to avoid weakening the windproofing effect.After we set up the sand barriers,we found that the surface roughness decreased with an increase in the incoming wind speed and that the drag velocity increased lin-early with the wind speed.This study thus establishes an optimized design theory with supporting technological frameworks for sand-control engineering,facilitating evidence-based decision-making in practice.

卢佳敏;高永;韩彦隆;赵晨;牛润军

内蒙古农业大学沙漠治理学院,内蒙古 呼和浩特 010018内蒙古农业大学沙漠治理学院,内蒙古 呼和浩特 010018||内蒙古杭锦荒漠生态系统国家定位观测研究站,内蒙古 呼和浩特 010018内蒙古农业大学沙漠治理学院,内蒙古 呼和浩特 010018||内蒙古杭锦荒漠生态系统国家定位观测研究站,内蒙古 呼和浩特 010018内蒙古农业大学沙漠治理学院,内蒙古 呼和浩特 010018内蒙古乌兰察布市凉城县蛮汉山林场,内蒙古 凉城 013750

槽状沙障风洞试验防风效应流场结构粗糙度

trough-shaped sand barrierwind tunnel testswind protection effectflow field structurerough-ness

《干旱区研究》 2026 (2)

372-383,12

内蒙古自治区科技计划项目(2022YFHH0131-02)国家自然科学基金项目(42201012)

10.13866/j.azr.2026.02.14

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