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格库铁路HDPE板栅栏有效防护距离

张凯 王起才 张兴鑫 赵沛雯

张凯, 王起才, 张兴鑫, 赵沛雯. 格库铁路HDPE板栅栏有效防护距离[J]. 交通运输工程学报, 2020, 20(5): 105-115. doi: 10.19818/j.cnki.1671-1637.2020.05.008
引用本文: 张凯, 王起才, 张兴鑫, 赵沛雯. 格库铁路HDPE板栅栏有效防护距离[J]. 交通运输工程学报, 2020, 20(5): 105-115. doi: 10.19818/j.cnki.1671-1637.2020.05.008
ZHANG Kai, WANG Qi-cai, ZHANG Xing-xin, ZHAO Pei-wen. Effective protection distance of HDPE board fence in Golmud-Korla Railway[J]. Journal of Traffic and Transportation Engineering, 2020, 20(5): 105-115. doi: 10.19818/j.cnki.1671-1637.2020.05.008
Citation: ZHANG Kai, WANG Qi-cai, ZHANG Xing-xin, ZHAO Pei-wen. Effective protection distance of HDPE board fence in Golmud-Korla Railway[J]. Journal of Traffic and Transportation Engineering, 2020, 20(5): 105-115. doi: 10.19818/j.cnki.1671-1637.2020.05.008

格库铁路HDPE板栅栏有效防护距离

doi: 10.19818/j.cnki.1671-1637.2020.05.008
基金项目: 

长江学者和创新团队发展计划项目 IRT_15R29

甘肃省高等学校创新基金项目 2020A-45

兰州交通大学青年科学基金项目 2018016

详细信息
    作者简介:

    张凯(1988-), 男, 山东潍坊人, 兰州交通大学讲师, 工学博士, 从事路基风沙防护研究

    王起才:WANG Qi-cai (1962-), male, professor, PhD, 13909486262@139.com

    通讯作者:

    王起才(1962-), 男, 河北晋州人, 兰州交通大学教授, 工学博士

  • 中图分类号: U216.413

Effective protection distance of HDPE board fence in Golmud-Korla Railway

Funds: 

Development Plan of Changjiang Scholars and Innovation Team IRT_15R29

Gansu Provincial Higher Education Innovation Fund Project 2020A-45

Lanzhou Jiaotong University Youth Science Foundation Project 2018016

More Information
  • 摘要: 以格库铁路现场风沙试验段为研究对象, 运用数值模拟方法研究了HDPE板栅栏周围的风沙流场, 给出了不同初始风速下HDPE板栅栏有效防护距离与其孔隙率和高度的关系, 研究结果表明: 气流经过HDPE板栅栏时, 气流速度在栅栏前降低较快, 在栅栏后恢复较快, 经过一段距离后逐渐恢复到初始风速, 气流速度整体呈V形分布, 气流速度增减幅度随HDPE板栅栏孔隙率的增大逐渐减小; 在同一孔隙率下, 初始风速分别为6、24 m·s-1时, HDPE板栅栏背风侧回流区相差4.5倍HDPE板栅栏的高度; 孔隙率为60%时, 最小气流速度为8.9 m·s-1, HDPE板栅栏背风侧回流消失; 随着HDPE板孔隙率的增大, 最小气流速度逐渐增大; HDPE板栅栏的孔隙率存在不产生栅栏背风侧回流区的界限孔隙率, 为40%~60%;孔隙率小于50%时, 随着HDPE板孔隙率的增大, 有效防护距离逐渐增大, 孔隙率大于50%时, 随着HDPE板孔隙率的增大, 有效防护距离逐渐减小, 当孔隙率趋于100%时, 其有效防护距离趋于0, 因此, HDPE板栅栏的最优孔隙率为50%;随着高度的增加, HDPE板栅栏背风侧恢复到初始风速的距离增加, 同一风速下, 孔隙率为50%的HDPE板栅栏的有效防护距离是孔隙率为25%的HDPE板栅栏的1.35倍; 在现场布设HDPE板栅栏时建议使用40%~50%孔隙率的栅栏, 在经济条件允许的情况下可考虑适当增加栅栏高度, 以保证路基免受风沙侵蚀。

     

  • 图  1  新建格库铁路路基积沙

    Figure  1.  New Golmud-Korla Railway subgrade sand accumulation

    图  2  结构性网格

    Figure  2.  Structural meshes

    图  3  孔隙率为10%时HDPE板栅栏周围气流速度变化曲线

    Figure  3.  Change curves of air flow speed around HDPE board fence when porosity is 10%

    图  4  孔隙率为25%时HDPE板栅栏周围气流速度变化曲线

    Figure  4.  Change curves of air flow speed around HDPE board fence when porosity is 25%

    图  5  孔隙率为40%时HDPE板栅栏周围气流速度变化曲线

    Figure  5.  Change curves of air flow speed around HDPE board fence when porosity is 40%

    图  6  孔隙率为60%时HDPE板栅栏周围气流速度变化曲线

    Figure  6.  Change curves of air flow speed around HDPE board fence when porosity is 60%

    图  7  栅栏高度为0.5 m时HDPE板栅栏周围气流速度变化曲线

    Figure  7.  Change curves of air flow speed around HDPE board fence when fence height is 0.5 m

    图  8  栅栏高度为1.0 m时HDPE板栅栏周围气流速度变化曲线

    Figure  8.  Change curves of air flow speed around HDPE board fence when fence height is 1.0 m

    图  9  栅栏高度为2.0 m时HDPE板栅栏周围气流速度变化曲线

    Figure  9.  Change curves of air flow speed around HDPE board fence when fence height is 2.0 m

    图  10  栅栏高度为3.0 m时HDPE板栅栏周围气流速度变化曲线

    Figure  10.  Change curves of air flow speed around HDPE board fence when fence height is 3.0 m

    图  11  有效防护距离与HDPE板孔隙率的关系

    Figure  11.  Relationship between effective protection distance and porosity of HDPE board

    图  12  有效防护距离与栅栏高度的关系

    Figure  12.  Relationship between effective protection distance and height of fence

    图  13  HDPE板栅栏

    Figure  13.  HDPE board fence

    图  14  梯度式风速监测仪

    Figure  14.  Gradient wind speed monitor

    图  15  现场气象站

    Figure  15.  On-site weather station

    图  16  试验段HDPE板栅栏周围气流速度变化曲线

    Figure  16.  Change curves of air flow speed around HDPE board fence in test section

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  • 收稿日期:  2020-04-24
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