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基于动视觉特性的高速公路景观敏感区划分

许金良 王荣华 冯志慧 王子赓

许金良, 王荣华, 冯志慧, 王子赓. 基于动视觉特性的高速公路景观敏感区划分[J]. 交通运输工程学报, 2015, 15(2): 1-9. doi: 10.19818/j.cnki.1671-1637.2015.02.001
引用本文: 许金良, 王荣华, 冯志慧, 王子赓. 基于动视觉特性的高速公路景观敏感区划分[J]. 交通运输工程学报, 2015, 15(2): 1-9. doi: 10.19818/j.cnki.1671-1637.2015.02.001
XU Jin-liang, WANG Rong-hua, FENG Zhi-hui, WANG Zi-geng. Classification of expressway landscape sensitive zone based on dynamic visual characteristics[J]. Journal of Traffic and Transportation Engineering, 2015, 15(2): 1-9. doi: 10.19818/j.cnki.1671-1637.2015.02.001
Citation: XU Jin-liang, WANG Rong-hua, FENG Zhi-hui, WANG Zi-geng. Classification of expressway landscape sensitive zone based on dynamic visual characteristics[J]. Journal of Traffic and Transportation Engineering, 2015, 15(2): 1-9. doi: 10.19818/j.cnki.1671-1637.2015.02.001

基于动视觉特性的高速公路景观敏感区划分

doi: 10.19818/j.cnki.1671-1637.2015.02.001
基金项目: 

交通运输部科技项目 2011318362810

中央高校基本科研业务费专项资金项目 CHD2011ZD021

中央高校基本科研业务费专项资金项目 2013G1211003

陕西省交通科技项目 08-08R

详细信息
    作者简介:

    许金良(1966-), 男, 山东曹县人, 长安大学教授, 工学博士, 从事道路工程与交通安全研究

  • 中图分类号: U418.9

Classification of expressway landscape sensitive zone based on dynamic visual characteristics

More Information
    Author Bio:

    XU Jin-liang(1966-), male, professor, PhD, +86-29-82334441, gl15@chd.edu.cn

  • 摘要: 分析了驾驶人动视觉特性, 研究了驾驶人的水平视野角度、前景视图、注意力集中点与最深视野随着车速的变化规律, 构建了基于驾驶人动视觉特性的高速公路景观敏感区模型, 并推导了景观敏感区函数。运用景观敏感区模型计算了双向四车道高速公路在不同限速条件下的景观敏感区尺度, 运用景观敏感区函数获得分级结果, 并阐述了不同景观敏感区的属性与景观要素设计要点。通过对比试验, 研究了边坡宽度与一级景观敏感区尺度之间的关系。研究结果表明: 双向四车道高速公路景观敏感区尺度为545m, 一~三级敏感区尺度分别为55、260、230m, 其中一级景观敏感区属于最敏感区域; 进行边坡景观设计时可通过修正坡度的方法改变边坡宽度占高速公路景观敏感区的比重, 坡度越缓, 景观敏感性越高。

     

  • 图  1  景观尺度

    Figure  1.  Landscape scope

    图  2  水平视野角度变化

    Figure  2.  Variation of horizontal visual angle

    图  3  驾驶人视觉空间

    Figure  3.  Driver's visual space

    图  4  60km·h-1时敏感区尺度计算模型

    Figure  4.  Calculation model of sensitive zone scope at 60km·h-1

    图  5  120km·h-1时敏感区尺度计算模型

    Figure  5.  Calculation model of sensitive zone scope at 120km·h-1

    图  6  高速公路景观敏感区分级

    Figure  6.  Classification of expressway landscape sensitive zones

    图  7  边坡宽度与填土高度的关系

    Figure  7.  Relationships of side slope widths and filling heights

    图  8  边坡宽度计算结果

    Figure  8.  Computation result of side slope widths

    图  9  隧道景观效果对比

    Figure  9.  Comparison of tunnel landscape effects

    表  1  高速公路景观敏感区计算模型

    Table  1.   Calculation models of expressway landscape sensitive zones

    表  2  不同运行速度下的景观敏感区分级参数值

    Table  2.   Parameter values of landscape sensitive zone at different speeds

    表  3  高速公路景观敏感区分级计算结果

    Table  3.   Classification calculation results of expressway landscape sensitive zones

    表  4  路堤高度

    Table  4.   Embankment heights

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出版历程
  • 收稿日期:  2014-10-18
  • 刊出日期:  2015-02-25

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