簡易檢索 / 詳目顯示

研究生: 溫逸凡
Wen, Yi-Fan
論文名稱: 應用駕駛模擬器探討可變速限標誌於我國之適用性研究
Applicability Study on Variable Speed Limit Control Using Driving Simulator
指導教授: 魏健宏
Wei, Chien-Hong
胡守任
Hu, Shou-Ren
學位類別: 碩士
Master
系所名稱: 管理學院 - 交通管理科學系
Department of Transportation and Communication Management Science
論文出版年: 2012
畢業學年度: 100
語文別: 英文
論文頁數: 129
中文關鍵詞: 可變速限駕駛模擬不良天候施工速度一致性
外文關鍵詞: Variable Speed Limit, Driving Simulation, Adverse Weather, Road Work, Speed Homogeneity
相關次數: 點閱:123下載:11
分享至:
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報
  • 本研究將以駕駛模擬器探討可變速限標誌(Variable Speed Limit Sign, VSLS,以下簡稱VSLS)應用於我國高速公路環境之適用性,實驗場景以我國高速公路環境為模擬情境,針對於動態速限(危險情況速限調降)與固定速限(速限未更動,以下簡稱FSLS)兩種速度管制手段分別進行實驗,考量行車狀況良好、惡劣天候、道路施工車道縮減等三種情境。進行駕駛模擬實驗前,先行發放問卷,調查受測者對VSLS的預期想法;受測者於實驗後再填寫一次問卷,調查受測者對VSLS的實際感受,並與第一次預期發放的問卷作比較。同時,分析FSLS與VSLS在各種路段與情況的實驗數據,並觀察兩種速限之下速度的變異情形(speed variation)。實驗結果發現,統計檢定顯示在各個事件中,兩種速限系統之下,駕駛人的速度變化無顯著差異,但透過數據分析與行車軌跡圖發現在VSLS之下的速度變化情形低於FSLS,亦即VSLS確實可提升高速公路行車速度的一致性(homogeneity)。另外,根據問卷分析結果,受測者普遍認為VSLS能提升行車安全,並會支持主管機關推行VSLS相關政策。

    This research discuss the application feasibility of variable speed limit sign (abbreviated to VSLS below) in Taiwan, considering three conditions such as comfortable, foggy, and lane closure on the freeway under two speed limit regulations: VSLS and fixed speed limit sign (abbreviated to FSLS below). Before the examinees drive the simulator, they have to fill out a questionnaire about the anticipation and opinions of VSLS. After the simulation test, they will be asked to fill another questionnaire about the feeling of VSLS. Finally, this research compares the difference of examinees’ anticipation and exact feeling about VSLS. Meanwhile, analyze the speed data and observe the speed variation in VSLS or FSLS scenario and various road conditions. The statistical results manifest that there is no significant difference upon speed variation under FSLS and VSLS in each experiment scenario; however, the differences are observed via data analysis and trajectories that the speed variation is much lower in VSLS cases. Scilicet, VSLS is exactly able to improve speed homogeneity on freeway. Furthermore, the examinees positively approve that VSLS can augment driving safety on the roadway, and they will sustain the policy when implementing.

    摘要 I Abstract II 致謝 III Table of Content VI List of Figures IX List of Tables XIII Chapter 1 Introduction 1 1.1 MOTIVATION 1 1.2 RESEARCH OBJECTIVES 2 1.3 RESEARCH SCOPE 2 1.4 RESEARCH FLOW CHART 3 Chapter 2 Literature Review 5 2.1 ADVERSE WEATHER IMPACTS 5 2.2 WORK ZONE 9 2.2.1 Work Zone Impacts 9 2.2.2 Work Zone Regulations and Criteria 10 2.3 VARIABLE SPEED LIMIT RELATED STUDIES 16 2.3.1 What Is Variable Speed Limit? 16 2.3.2 Driving Simulator 21 2.3.2 Traffic Simulation Models 23 2.3.4 VSLS Field Trials 27 2.4 SPEED LIMIT CONTROL CRITERIA 30 2.5 COMMENTS ON THE REVIEWED LITERATURE 33 Chapter 3 Methodology 36 3.1 RESEARCH FRAMEWORK 36 3.2 EXPERIMENT INSTRUMENT 40 3.2.1 Driving Simulation System and Virtual Reality 40 3.3 EXPERIMENTAL DESIGN 42 3.3.1 Concept of Experimental Design 42 3.3.2 Factorial Design 45 3.4 QUESTIONNAIRE SURVEY 46 Chapter 4 Scenario Arrangement & Experiment Design 49 4.1 EXPERIMENT OBJECTIVES 49 4.2 EXPERIMENT PROCESS 50 4.3 EXPERIMENT FACTORS 51 4.4 STATISTICAL MODEL FOR ANALYSIS 52 4.5 EXPERIMENT SCENARIO AND SIMULATION CONDITION 55 4.5.1 Condition Assumptions and Driving Background Design 55 4.5.2 Experiment Arrangement 74 4.5.3 Experiment Scenario Construction 75 4.5.4 Experiment Requirement for Examiness 77 4.6 EXPERIMENT PROCEDURE 78 Chapter 5 Experiment Data Analysis 80 5.1 EXAMINEE BACKGROUND STATEMENT 80 5.2 STATISTICAL ANALYSIS RESULTS 83 5.3 TRAJECTORY RECORDS ANALYSIS 91 5.3.1 Normal 92 5.3.2 Foggy 95 5.3.3 1-Lane Closure Work Zone 99 5.3.4 2-Lane Closure Work Zone 103 5.4 QUESTIONNAIRE RESULTS 106 5.5 DISCUSSION 111 Chapter 6 Conclusions and recommendations 115 References 119 Appendix 可變速限標誌預期與感受問卷 125

    References
    1. Federal Highway Administration Road Weather Management Program (http://ops.fhwa.dot.gov/Weather/).
    2. Federal Highway Administration Safety Program: Work zone (http://safety.fhwa.dot.gov/wz/).
    3. Abdel-Aty, M., R. Cunningham, R. J., Gayah, V. V., and Hsia, L. (2008). "Dynamic Variable Speed Limit Strategies for Real-Time Crash Risk Reduction on Freeways." Transportation Research Record: Journal of the Transportation Research Board 2078 , 108-116.
    4. Abdel-Aty, M., J. Dilmore, and, Dhindsa, A. (2006). "Evaluation of Variable Speed Limits for Real-time Freeway Safety Improvement." Accident Analysis and Prevention 38(2): 335-345.
    5. Abdel-Aty, M., J. Dilmore, and Hsia, L. (2006). "Applying Variable Speed Limits and the Potential for Crash Migration." Transportation Research Record: Journal of the Transportation Research Board (1953): 21-30.
    6. Chang, B. S. (2010). “Disastrous Weather Forecast Tasks.” Application of Meteorological Disaster Prevention and Information Seminars. Taipei, Taiwan. 27 April, 2010 (in Mandarin).
    7. Chu, L. L. (2009). “Applying Driving Simulator to the Analysis of Drunk Driving Behavior and Response.” Master thesis, National Cheng Kung University, (in Mandarin).
    8. Mannering, F. (2009). "An Empirical Analysis of Driver Perceptions of The Relationship between Speed Limits and Safety." Transportation Research Part F: Traffic Psychology and Behaviour 12(2): 99-106.
    9. FHWA (2005). “Developing and Implementing Transportation Management Plans for Work Zones.” Publication No. 23 CFR 630 Subpart J, Washington, DC: Federal Highway Administration, U.S. Department of Transportation.
    10. Goodwin, L. C. (2002). “Weather Impacts on Arterial Traffic Flow.” Mitretek Systems, Inc.
    11. Hassan, H. M. and Abdel-Aty, M. A. (2011). "Analysis of Drivers’ Behavior under Reduced Visibility Conditions Using a Structural Equation Modeling Approach." Transportation Research Part F: Traffic Psychology and Behaviour 14(6): 614-625.
    12. Hegyi, A., De Schutter, B., and Hellendoorn, J. (2003). "Optimal Coordination of Variable Speed Limits to Suppress Shock Waves." Transportation Research Record: Journal of the Transportation Research Board (1852): 167-174.
    13. Hranac, R., Sterzin, E., Krechmer, D., Rakha, H. and Farzaneh, M. (2006). “Empirical Studies on Traffic Flow in Inclement Weather.” Publication No. FHWA‐HOP‐07‐073, Washington, DC: Federal Highway Administration, U.S. Department of Transportation.
    14. Huang, C. Y. (2010). “Research of the Coordination of Ramp Metering and Speed Limit Control on Freeway.” Master thesis, National Taiwan University, (in Mandarin).
    15. Kang, K. P., Chang, G. L., Zou, N., (2004). "Optimal Dynamic Speed-Limit Control for Highway Work Zone Operations." Transportation Research Record: Journal of the Transportation Research Board (1877): 77-84.
    16. Lee, C. and M. Abdel-Aty (2008). "Testing Effects of Warning Messages and Variable Speed Limits on Driver Behavior Using Driving Simulator." Transportation Research Record: Journal of the Transportation Research Board (2069): 55-64.
    17. Lee, C., Hellinga, B.,and Saccomanno, F. (2004). "Assessing Safety Benefits of Variable Speed Limits." Transportation Research Record: Journal of the Transportation Research Board (1897): 183-190.
    18. Lee, C., Hellinga, B.,and Saccomanno, F. (2006). "Evaluation of Variable Speed Limits to Improve Traffic Safety." Transportation Research Part C: Emerging Technologies 14(3): 213-228.
    19. Lee, C. C. (2008). “Driving Behavior Analysis of Variable Speed Limit Signs for Bus Driving on Freeways by Driving Simulation.” Master thesis, Chug Hua University, (in Mandarin).
    20. Lin, B. C. (2009). “A Genetic Fuzzy Logic Model for Freeway Speed-limit Control under Abnormal Traffic Conditions,” Master thesis, National Chiao Tung University, (in Mandarin).
    21. Long, S., Gentry, L., and Bham, G. H. (2012). “Driver Perceptions and Sources of User Dissatisfaction in The Implementation of Variable Speed Limit Systems.” Transport Policy 23, 1-7.
    22. Lu, Y. T. (2010). “A Study on the Variable Freeway Speed-limit Control Strategy.” Master thesis, National Taiwan University, (in Mandarin).
    23. Institute of Transportation (2001). “2001 Highway Capacity Manual in Taiwan.” MOTC, (in Mandarin).
    24. National Taiwan Area Freeway Bureau (2005). “Freeway No. 1 Yunlin-Kaohsiung Section Traffic Control System Engineering: Construction Technical Standard.” National Taiwan Area Freeway Bureau, MOTC, (in Mandarin).
    25. National Taiwan Area Freeway Bureau (2007). “Work Zone Traffic Control Regulation.” National Taiwan Area Freeway Bureau, MOTC, (in Mandarin).
    26. National Expressway Engineering Bureau (2007). “Traffic Regulation Rules for Highway Maintenance and Construction.” National Taiwan Area Expressway Engineering Bureau, MOTC, (in Mandarin).
    27. Nissan, A. and H. N. Koutsopoulosb (2011). "Evaluation of the Impact of Advisory Variable Speed Limits on Motorway Capacity and Level of Service." Procedia - Social and Behavioral Sciences 16(0): 100-109.
    28. OECD/ECMT (2006). “Speed Management.” Organisation for Economic Co-operation and Development OECD/European Conference of Ministers of Transport ECMT.
    29. Papageorgiou, M., Kosmatopoulos, E., and Papamichail, L. (2004). " Effects of Variable Speed Limits on Motorway Traffic Flow: Journal of the Transportation Research Board 1897, 183-190.
    30. Pisano, A.P., Goodwin, L.C.,and Rossetti, M. A. (2008). “U.S. Highway Crashes in Adverse Road Weather Conditions .” Federal Highway Administration. Washington, D.C: Federal Highway Administration, U.S. Department of Transportation.
    31. Rämä, P., Raitio, J., Anttila, V. and Schirokoff, A. (2001). “Effects of Weather Controlled Speed Limits on Driver Behaviour on a Two-lane Road.” In: Proceedings of Traffic safety on three continents, International Conference. Moscow 19-21 September 2001: TRB, CSIR, VTI
    32. Rämä, P. (1999). "Effects of Weather-controlled Variable Speed Limits and Warning Signs on Driver Behavior." Transportation Research Record (1689): 53-59.
    33. Rämä, P. and J. Luoma (1997). “Driver Acceptance of Weather-controlled Road Signs and Displays.” Transportation Research Record (1573): 72-75.
    34. Scriba, T. (2004). “ITS and Work Zones.” ARTBA Work Zone Conference November 2004.
    35. Scriba, T., and K. Jeannotte (2005). “Implementing the Rule on Work Zone Safety and Mobility.” Publication FHWA-HOP-05-065. Federal Highway Administration, U.S. Department of Transportation.
    36. Smulders, S. (1990). "Control of Freeway Traffic Flow by Variable Speed Signs." Transportation Research Part B 24(2): 111-132.
    37. Steele, D. A. and Vavrik, W. R. (2009). “Improving the Safety of Moving Lane Closures.” Publication FHWA-ICT-09-049. Federal Highway Administration, U.S. Department of Transportation.
    38. TRB (1998), “Managing Speed:Review of Current Practice for Setting and Enforcing Speed Limits. Special report 254.” Transportation Research Board (TRB). National Academy Press, Washington, D.C.
    39. Van den Hoogen, E. and S. Smulders (1994). Control by Variable Speed Signs: Results of the Dutch Experiment. Road Traffic Monitoring and Control, 1994, Seventh International Conference.
    40. Van Der Laan, J. D., Heino, A. De Waard, D. (1997). "A Simple Procedure for the Assessment of Acceptance of Advanced Transport Telematics." Transportation Research Part C: Emerging Technologies 5(1): 1-10.
    41. Van Nes, N., Brandenburg, S. Twisk, D. (2010). "Improving Homogeneity by Dynamic Speed Limit Systems." Accident Analysis and Prevention 42(3): 944-952.
    42. Warren D. (2000). “Variable Speed Limits.” Speed Management Workshop. Dallas, TX. 6 March, 2000.
    43. Warren D. (2003). “Safe Speeds in Work Zones.” Federal Highway Administration, U.S. Department of Transportation.
    44. Warren D. (2003). “Variable Speed Limits.” Making Work Zones Work Better Workshop. Orlando, Florida. 17 September, 2003.
    45. Hsieh Y. L. (2005). “Study on Distracted Behavior of Drivers through DS — Using Forward Collision Warning Systems.” Master thesis, National Cheng Kung University, (in Mandarin).

    下載圖示 校內:立即公開
    校外:立即公開
    QR CODE