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箱体式活动沙障风沙流场特征

程建军 智凌岩 薛春晓

程建军, 智凌岩, 薛春晓. 箱体式活动沙障风沙流场特征[J]. 交通运输工程学报, 2017, 17(5): 61-70.
引用本文: 程建军, 智凌岩, 薛春晓. 箱体式活动沙障风沙流场特征[J]. 交通运输工程学报, 2017, 17(5): 61-70.
CHENG Jian-jun, ZHI Ling-yan, XUE Chun-xiao. Characteristic of wind-sand flow field of box-type movable sand barrier[J]. Journal of Traffic and Transportation Engineering, 2017, 17(5): 61-70.
Citation: CHENG Jian-jun, ZHI Ling-yan, XUE Chun-xiao. Characteristic of wind-sand flow field of box-type movable sand barrier[J]. Journal of Traffic and Transportation Engineering, 2017, 17(5): 61-70.

箱体式活动沙障风沙流场特征

基金项目: 

国家自然科学基金项目 51641808

国家自然科学基金项目 51568057

国家自然科学基金项目 51268050

国家自然科学基金项目 50908152

详细信息
    作者简介:

    程建军(1979-), 男, 河北衡水人, 石河子大学教授, 工学博士, 从事道路风沙防治研究

  • 中图分类号: U216.413

Characteristic of wind-sand flow field of box-type movable sand barrier

More Information
  • 摘要: 研究在野外调查的基础上, 采用计算流体力学三维数值建模方法并结合室内风洞试验, 分析了箱体式活动沙障在孔隙率与风速变化作用下的控沙特点及其周围风沙流场的演化过程。分析结果表明: 在沙障的控制下, 顺着风向在沙障前后依次出现减速区、减速上扬区、加速区与障后涡流区, 在沙障腔体内形成明显的腔内减速区与涡流区, 过境风沙流在沙障的减速区、障后涡流区与腔体内发生沉落, 可见箱体式活动沙障发挥了控沙作用; 随着风速增大, 障前减速上扬区高度增大, 但沙障迎风侧孔隙率的变化对减速上扬区高度没有影响; 当沙障迎风侧横板孔隙率小于5%时, 对来流的消减效果显著, 积沙在沙障前卸载, 不能充分发挥沙障背风侧涡流区的控沙作用; 当孔隙率大于25%时, 沙障能够充分发挥控沙作用, 在沙障的迎风侧、背风侧与腔体内都有积沙卸载; 当孔隙率继续增大至30%时, 沙障控沙效果没有明显提高; 选定孔隙率为30%条件下, 随着风速的增大, 沙障后积沙增加, 沙障腔体内积沙减少, 而沙障迎风侧积沙出现先增加后减少的变化趋势。

     

  • 图  1  箱体式活动沙障结构(单位: cm)

    Figure  1.  Structure of box-type movable sand barrier (unit: cm)

    图  2  箱体式活动沙障实体

    Figure  2.  Entity of box-type movable sand barrier

    图  3  箱体式活动沙障透风孔布置

    Figure  3.  Air holes layout of box-type movable sand barrier

    图  4  模型几何尺寸与计算区域

    Figure  4.  Geometrical size and computational domain of model

    图  5  网格划分结果

    Figure  5.  Result of meshing

    图  6  计算域速度分布

    Figure  6.  Distribution of velocity in computational domain

    图  7  计算域速度矢量流线

    Figure  7.  Velocity vector streamlines in computational domain

    图  8  箱底处速度分布

    Figure  8.  Distribution of velocity at bottom of box

    图  9  迎风侧透风孔位置处速度分布

    Figure  9.  Distribution of velocity at air holes of windward side

    图  10  孔隙率为3%的速度削弱系数曲线

    Figure  10.  Curves of velocity weakening factor when porosity is 3%

    图  11  孔隙率为5%的速度削弱系数曲线

    Figure  11.  Curves of velocity weakening factor when porosity is 5%

    图  12  孔隙率为10%的速度削弱系数曲线

    Figure  12.  Curves of velocity weakening factor when porosity is 10%

    图  13  孔隙率为15%的速度削弱系数曲线

    Figure  13.  Curves of velocity weakening factor when porosity is 15%

    图  14  孔隙率为20%的速度削弱系数曲线

    Figure  14.  Curves of velocity weakening factor when porosity is 20%

    图  15  孔隙率为25%的速度削弱系数曲线

    Figure  15.  Curves of velocity weakening factor when porosity is 25%

    图  16  孔隙率为30%的速度削弱系数曲线

    Figure  16.  Curves of velocity weakening factor when porosity is 30%

    图  17  不同风速条件下的积沙分布

    Figure  17.  Blown sand distributions at different wind velocities

    图  18  风洞试验结构

    Figure  18.  Structure of wind tunnel test

    图  19  沙障模型与集沙仪

    Figure  19.  Sand barrier model and sand trap

    图  20  风洞试验积沙分布

    Figure  20.  Blown sand distributions in wind tunnel test

    图  21  不同风速下的输沙量

    Figure  21.  Sand inflows at different wind velocities

    表  1  减速上扬区高度

    Table  1.   Heights of deceleration uptrend zone

    下载: 导出CSV
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  • 收稿日期:  2017-04-28
  • 刊出日期:  2017-10-25

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