Volume 13 Issue 5
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2013  >  13(5): 91-98
YU Ren-jie, MA Rong-guo, HAN Hai, YAN Ying, WANG Jun-ling. Determination method of speed-limit sign position in expressway work zone[J]. Journal of Traffic and Transportation Engineering, 2013, 13(5): 91-98.
Citation: YU Ren-jie, MA Rong-guo, HAN Hai, YAN Ying, WANG Jun-ling. Determination method of speed-limit sign position in expressway work zone[J]. Journal of Traffic and Transportation Engineering, 2013, 13(5): 91-98.
shu

Determination method of speed-limit sign position in expressway work zone

  • School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

More Information
  • Author Bio:

    YU Ren-jie(1968-), male, doctoral student, +86-29-82334856, yrj@163.com

    MA Rong-guo(1955-), male, professor, PhD, +86-29-82334856, mrg@chd.edu.cn

  • Received Date: 2013-04-18
  • Publish Date: 2013-10-25
    Abstract
  • Based on the visibility and short-term memory of driver, the adaptability of driver and the controllability of vehicle under the influence of speed-limit sign were analyzed, and the front distance, post distance and repetitive distance of speed-limit sign in expressway constrution area were calculated. Based on the calculation model of length partition in expresswaywork zone, the influences such as vehicle queue length, the short-term memory of driver and repetitive distance were considered, the determintation method of speed-limit sign position in expressway work zone was proposed, and the example verification was carried out by using VISSIM simulation software. Simulation result shows that when the lowest speed-limit value is 40 km·h-1, the cart mix rate is 40% and traffic volume is 1 400 pcu·h-1, the minimum conflict rates of the first, second and third grade speed-limit signs are 0.06, 0.10 and 0.21 times·m-1, the maximum conflict rates are 0.56, 0.14 and 0.23 times·m-1. When traffic volume is 1 960 pcu·h-1, the minimum conflict rates of the three speed-limit signs are 0.84, 0.28 and 0.36 times·m-1, the maximum conflict rates of the three speed-limit signs are 0.87, 0.31 and 0.40 times·m-1. When traffic volume is 2 240 pcu·h-1, the minimum conflict rates of the three speed-limit signs are 0.72, 0.31 and 0.39 times·m-1, the maximum conflict rates of the three speed-limit signs are 0.74, 0.34 and 0.48 times·m-1.

     

    • FullText(HTML)
  • loading
    • References(23)
  • [1]
    RUTA A, LI Yong-min, LIU Xiao-hui. Real-time traffic sign recognition from video by class-specific discriminative features[J]. Pattern Recognition, 2010, 43 (1): 416-430. doi: 10.1016/j.patcog.2009.05.018
    [2]
    GU Yan-lei, YENDO T, TEHRANI M P, et al. Traffic sign recognition using hybrid camera system[J]. The Journal of the Institute of Image Information and Television Engineers, 2011, 65 (7): 967-975. doi: 10.3169/itej.65.967
    [3]
    MCMURTRY T, SATIO M, RIFFKIN M, et al. Variable speed limits signs: effects on speed and speed variation in work zones[J]. Transportation Research Part B: Methodological, 2009, 33 (2): 159-174.
    [4]
    LEE C, HELLINGA B, SACCOMANNO F F. Evaluation of variable speed limits to improve traffic safety[J]. Transportation Research Part C: Emerging Technologies, 2006, 14 (3): 213-228. doi: 10.1016/j.trc.2006.06.002
    [5]
    HELLINGA B, MANDELZYS M. Impact of driver compliance on the safety and operational impacts of freeway variable speed limit systems[J]. Journal of Transportation Engineering, 2011, 137 (4): 260-268. doi: 10.1061/(ASCE)TE.1943-5436.0000214
    [6]
    JONGEN E M, BRIJS K, MOLLU K, et al. 70km·h-1 speed limits on former 90km·h-1 roads effects of sign repetition and distraction on speed[J]. The Journal of the Human Factors and Ergonomics Society, 2011, 53 (6): 771-785. doi: 10.1177/0018720811419848
    [7]
    王薇, 杨兆升, 赵丁选. 有限阶段马尔可夫决策的可变限速控制模型[J]. 交通运输工程学报, 2011, 11 (5): 109-114. http://transport.chd.edu.cn/article/id/201105017

    WANG Wei, YANG Zhao-sheng, ZHAO Ding-xuan. Control model of variable speed limit based on finite horizon Markov decision-making[J]. Journal of Traffic and Transportation Engineering, 2011, 11 (5): 109-114. (in Chinese). http://transport.chd.edu.cn/article/id/201105017
    [8]
    郑宇. 分层强化学习算法及其应用研究[D]. 北京: 北京交通大学, 2009.

    ZHENG Yu. Research on hierarchy reinforcement learning algorithm and its application[D]. Beijing: Beijing Jiaotong University, 2009. (in Chinese).
    [9]
    王强, 王显璞. 高速公路养护施工区限速控制研究[J]. 交通信息与安全, 2010, 28 (1): 124-129. doi: 10.3963/j.issn.1674-4861.2010.01.029

    WANG Qiang, WANG Xian-pu. Speed-limiting control of freeway work zone[J]. Journal of Transport Information and Safety, 2010, 28 (1): 124-129. (in Chinese). doi: 10.3963/j.issn.1674-4861.2010.01.029
    [10]
    张文会. 高速公路交通事故现场区划安全测度研究[D]. 长春: 吉林大学, 2010.

    ZHANG Wen-hui. Research on region division and safety measurement for traffic accident scene on freeway[D]. Changchun: Jilin University, 2010. (in Chinese).
    [11]
    陆建, 姜军, 叶海飞. 普通公路路侧限速标志设置位置的确定方法[J]. 长安大学学报: 自然科学版, 2011, 31 (1): 75-78. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201101017.htm

    LU Jian, JIANG Jun, YE Hai-fei. Setting location of speed limit signs along highway[J]. Journal of Chang'an University: Natural Science Edition, 2011, 31 (1): 75-78. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201101017.htm
    [12]
    徐婷, 孙小端, 贺玉龙, 等. 高速公路平曲线建议限速标志设置研究[J]. 中国公路学报, 2010, 23 (增): 112-114. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL2010S1022.htm

    XU Ting, SUN Xiao-duan, HE Yu-long, et al. Research on advisory speed limit sign setting of horizontal curve for expressway[J]. China Journal of Highway and Transport, 2010, 23 (S): 112-114. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL2010S1022.htm
    [13]
    姜军, 陆建, 李娅. 基于驾驶人视认特性的城市道路指路标志设置[J]. 东南大学学报: 自然科学版, 2010, 40 (5): 1089-1092. doi: 10.3969/j.issn.1001-0505.2010.05.039

    JIANG Jun, LU Jian, LI Ya. Setting of road guide signs based on driver's recognition characteristics[J]. Journal of Southeast University: Natural Science Edition, 2010, 40 (5): 1089-1092. (in Chinese). doi: 10.3969/j.issn.1001-0505.2010.05.039
    [14]
    王彦军. 山区公路交通标志及减速振动标线的优化[D]. 西安: 长安大学, 2009.

    WANG Yan-jun. Optimization of mountain highway traffic signs and deceleration vibration marking[D]. Xi'an: Chang'an University, 2009. (in Chinese).
    [15]
    陆建, 姜军, 叶海飞. 普通公路路侧交通标志遮挡与重复设置[J]. 西南交通大学学报, 2011, 46 (6): 1020-1024. https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201106023.htm

    LU Jian, JIANG Jun, YE Hai-fei. Occlusion and duplicate setting of roadside traffic signs for ordinary multilane highways[J]. Journal of Southwest Jiaotong University, 2011, 46 (6): 1020-1024. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201106023.htm
    [16]
    姚云. 基于认知心理学的指路标志信息与信息密度阈值研究[D]. 成都: 西华大学, 2009.

    YAO Yun. The study of information density and threshold for guiding signs based on cognitive psychology automotive engineering[D]. Chengdu: Xihua University, 2009. (in Chinese).
    [17]
    徐婷, 孙小端, 贺玉龙, 等. 基于短时记忆的单义标志重复间距研究[J]. 交通运输系统工程与信息, 2010, 10 (6): 145-149. doi: 10.3969/j.issn.1009-6744.2010.06.022

    XU Ting, SUN Xiao-duan, HE Yu-long, et al. Single-mean signs appropriate repetition intervals determination by drivers'short-term memory[J]. Journal of Transportation Systems Engineering and Information Technology, 2010, 10 (6): 145-149. (in Chinese). doi: 10.3969/j.issn.1009-6744.2010.06.022
    [18]
    云美萍, 刘斌, 杨晓光. 基于车道选择行为分析的交通标志优化设置[J]. 同济大学学报: 自然科学版, 2009, 37 (5): 627-630, 636. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200905010.htm

    YUN Mei-ping, LIU Bin, YANG Xiao-guang. Model on location optimization of traffic sign based on lane choice behavior[J]. Journal of Tongji University: Natural Science, 2009, 37 (5): 627-630, 636. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ200905010.htm
    [19]
    韦勇球, 赵利苹, 袁春建, 等. 高速公路改扩建交通组织仿真[J]. 长安大学学报: 自然科学版, 2012, 32 (4): 38-43. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201204010.htm

    WEI Yong-qiu, ZHAO Li-ping, YUAN Chun-jian, et al. Traffic organization simulation of expressway rebuilding project[J]. Journal of Chang'an University: Natural Science Edition, 2012, 32 (4): 38-43. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201204010.htm
    [20]
    孟祥海, 郑来, 毕海峰, 等. 高速公路半幅封闭施工区交通特性与交通冲突特性研究[J]. 中国公路学报, 2013, 26 (2): 140-146. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201302021.htm

    MENG Xiang-hai, ZHENG Lai, BI Hai-feng, et al. Research on traffic characteristics and traffic conflicts of one-way closed work zone on expressway[J]. China Journal of Highway and Transport, 2013, 26 (2): 140-146. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201302021.htm
    [21]
    王军雷, 孙小端, 徐婷, 等. 山区高速公路平曲线建议限速标志设置[J]. 长安大学学报: 自然科学版, 2011, 31 (4): 77-80. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201104016.htm

    WANG Jun-lei, SUN Xiao-duan, XU Ting, et al. Curve advisory speed signs setting for freeway at mountain area[J]. Journal of Chang'an University: Natural Science Edition, 2011, 31 (4): 77-80. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL201104016.htm
    [22]
    邱兆文, 张广昕, 孙晋伟. 基于交通平静化的一、二级公路交通安全研究[J]. 长安大学学报: 社会科学版, 2013, 15 (2): 38-41. https://www.cnki.com.cn/Article/CJFDTOTAL-XBJZ201302010.htm

    QIU Zhao-wen, ZHANG Guang-xin, SUN Jin-wei. Study on traffic safety of first and second class highways based on traffic calming[J]. Journal of Chang'an University: Social Science Edition, 2013, 15 (2): 38-41. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XBJZ201302010.htm
    [23]
    樊根耀, 李武选, 王丽萍. 基于服务逻辑的运输管理研究范式探析[J]. 长安大学学报: 社会科学版, 2013, 15 (1): 28-32. https://www.cnki.com.cn/Article/CJFDTOTAL-XBJZ201301008.htm

    FAN Gen-yao, LI Wu-xuan, WANG Li-ping. Analysis on the paradigm of transportation management based on the service view[J]. Journal of Chang'an University: Social Science Edition, 2013, 15 (1): 28-32. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-XBJZ201301008.htm
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (748) PDF downloads(1030) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return