کنترل خودکار ضوابط ایمنی تابلوهای محدودیت سرعت قبل از قوسهای افقی بکمک سامانه داده برداری پویا

طبیبی, مسعود; کلوشانی, محمدرضا; فاطمی, علی محمد

دانشگاه صنعتی امیرکبیر

تعداد نشریات	4
تعداد شماره‌ها	75
تعداد مقالات	991
تعداد مشاهده مقاله	883,425
تعداد دریافت فایل اصل مقاله	680,903

کنترل خودکار ضوابط ایمنی تابلوهای محدودیت سرعت قبل از قوسهای افقی بکمک سامانه داده برداری پویا

نشریه مهندسی عمران امیرکبیر

مقاله 8، دوره 48، شماره 3، پاییز 1395، صفحه 301-314 اصل مقاله (1007 K)

نوع مقاله: مقاله پژوهشی

شناسه دیجیتال (DOI): 10.22060/ceej.2016.798

نویسندگان

مسعود طبیبی

¹؛ محمدرضا کلوشانی²؛ علی محمد فاطمی³

¹استادیار، دانشکده عمران و محیط زیست، دانشگاه صنعتی امیرکبیر

²کارشناسی ارشد راه و ترابری، دانشکده عمران و محیط زیست، دانشگاه صنعتی امیرکبیر

³کارشناس ارشد پردازش سیگنال، دانشکده الکترونیک، دانشگاه NTNU ، تروندهام، نروژ

چکیده

تدوین استراتژیهای مناسب در راستای بهبود ایمنی مسیر، نیازمند اطلاعات کاملی پیرامون مشخصات راه است؛ سامانه داده برداری پویا بعنوان یکی روشهای بازرسی ایمنی، روندی است که پایگاه جامعی از داده ها شامل تصاویر ویدئویی و اطلاعات جغرافیایی را ارائه میدهد. هدف مقاله معرفی روشی خودکار است که علاوه بر تحلیل داده‌های بدست آمده از این سامانه، ضوابط ایمنی تابلوهای محدودیت سرعت را نیز ارزیابی و با حفظ دقت کافی در این امر، در وقت و هزینه نیز صرفه‌جویی نماید. روش پیشنهادی، در فاز نخست، تحلیل داده‌های جغرافیایی نقاط محور میانی مسیر به‌منظور تعیین مشخصات هندسی قوس‌های افقی و در فاز دوم، پردازش تصاویر ویدئویی، به‌منظور شناسایی و تشخیص تابلوهای محدودیت سرعت قبل از قوس‌های افقی را انجام داده و در نهایت ضوابط ایمنی مرتبط با محل و مقدار درج شده بر تابلوهای محدودیت سرعت قبل از قوس‌های افقی را کنترل می‌کند. دقت روش پیشنهادی، در فاز نخست، در دو بخش تعیین نقطه‌ی آغاز قوس افقی و تعیین شعاع به‌ترتیب برابر با 97% و 90% و در فاز دوم، براساس پردازش تصاویر برداشتی و بکارگیری روش طبقهبندی ماشین بردار پشتیبان در دو بخش، شناسایی تابلو و تشخیص مقدار درج شده بر آن بترتیب برابر با 92% و 97% اثبات شده است

کلیدواژه ها

بازرسی ایمنی مسیر؛ پردازش تصویر؛ تابلوی محدودیت سرعت؛ سامانه داده برداری پویا؛ سامانه موقعیت یاب جهانی؛ قوس افقی؛ ماشین بردار پشتیبان

عنوان مقاله [English]

Introducing automatic control method of speed limit signs safety standards before horizontal curves via Mobile Mapping System

نویسندگان [English]

Masoud Tabibi, Mohammad Reza Koloushani, Ali Mohammad Fatemi

چکیده [English]

Compilation of appropriate strategies for the improvement of road safety requires full data of the road specifications. The use of Mobile Mapping System as a method for the road safety audit is a trend that provides a comprehensive database of information including video images and geographical information. The goal of this paper is to introduce an automatic method which can control the safety standards related to speed limit signposts before the curve by analyzing the collected data and maintain sufficient accuracy in controlling the safety standards and economize on time and cost. The proposed method analyzes the coordinates of the centerline axis points of the road and determines the geometrical specifications of the horizontal curves in first phase and processes the images in order to identification and distinction of the speed limit signs before the horizontal curves in second phase, finally safety standards related to placement and limitation of speed sign before the curve is controlled. The final results substantiate a high percentage of success in identification and accuracy in the analyzing of geographical date phase and image processing phase. The accuracy of the proposed method for horizontal curves was proved to be 90% for the horizontal curve radius calculation and it was 97% for the beginning point of the horizontal curve determination. Besides application of support vector machine leads to 92% accuracy in identification of the signs and 97% accuracy in speed limit distinction.

کلیدواژه ها [English]

Global Positioning System, Horizontal Curve, image processing, Mobile Mapping System, Road safety audit, Speed limit sign, Support vector machine

مراجع

[1] Wang, C.; Quddus, M. A. and Ison, S. G.; “The Effect of Traffic and Road Characteristics on Road Safety: A Review and Future Research Direction,” Safety Science, Vol. 57, pp. 264–275, 2013.

[2] Di Mascio, P.; Di Vito, M.; Loprencipe, G. and Ragnoli, A.; “Procedure to Determine the Geometry of Road Alignment using GPS Data,” Social and Behavioral Sciences, Vol. 53, pp. 1203–1216, 2012.

[3] McDonald, N.; “Look and Learn: Capitalizing on Individual Responsibility in Speed Management,”In Proceedings of the Australian Institute of Traffic Planning and Management (AITPM) National Conference, pp. 73–83, 2004.

[4] Fréchède, B.; McIntosh, A. S.; Grzebieta, R. and Bambach, M. R.; “Characteristics of Single Vehicle Rollover Fatalities in Three Australian States (2000–2007),” Accident Analysis and Prevention, Vol. 43, No. 3, pp. 804–812, 2011.

[5] Ben-Bassat, T. and Shinar, D.; “Effect of Shoulder Width, Guardrail and Roadway Geometry on Driver Perception and Behavior,” Accident Analysis and Prevention, Vol. 43, No. 6, pp. 2142–2152, 2011.

[6] Buddhavarapu, P.; Banerjee, A. and Prozzi, J. A.; “Influence of Pavement Condition on Horizontal Curve Safety,” Accident Analysis and Prevention, Vol. 52, pp. 9–18, 2013.

[7] Choueiri, E. M.; Lamm, R.; Kloeckner, J. H. and Mailaender, T.; “Safety Aspects of Individual Design Elements and their Interactions on Two-Lane Highways: International Perspective,” In TRR: Journal of the TRB, No. 1445, TRB of the National Academies, Washington, D. C., pp. 34–46, 1994.

[8] Esposito, T.; Mauro, R.; Russo, F. and Dell'Acqua, G.; “Operating Speed Prediction Models for Sustainable Road Safety Management,” ICSDC, pp. 712–721,2011.

[9] Haynes, R.; Jones, A.; Kennedy, V.; Harvey, I. and Jewell, T.; “District Variations in Road Curvature in England and Wales and their Association with Road- Traffic Crashes,” Environment and Planning A., Vol. 39, No. 5, pp. 1222–1237, 2007.

[10] McDonald, L. B. and Ellis, N. C.; “Driver Workload for Various Turn Radii and Speeds,” In Transportation Research Record , Transportation Research Board of the National Academies, Washington, D. C., No. 530, pp. 8–30, 1975.

[11] Johnston, I. R; “Modifying Driver Behavior on Rural Road Curves: A Review of Recent Research,” In Proceedings of the 11th Australian Road Research Board Conference, Vol. 11, No. 4, pp. 115–124, 1982.

[12] Knowles, D. and Tay, R. S.; “Driver Inattention: More Risky than the Fatal Four?,” In Proceedings of the Road Safety, Policing and Education Conference, Austroads, Adelaide, Australia, Vol. 2, pp. 107–111, 2002.

[13] Retting, R. A. and Farmer, C. M.; “Use of Pavement Markings to Reduce Excessive Traffic Speeds on Hazardous Curves,” ITE Journal, Vol. 68, No. 9, pp. 30–36, 1998.

[14] Reymond, G.; Kemeny, A.; Droulez, J. and Berthoz, A.; “Role of Lateral Acceleration in Curve Driving: Driver Model and Experiments on a Real Vehicle and a Driving Simulator,” Human Factors, Vol. 43, No. 3, pp. 483–495, 2001.

[15] Grossi, R.; Carpinone, V. and Tocchetti, A.; “Functional Characteristics and Safety of Two– Lane Rural Roads,” 5th International Congress–Sustainability of Road Infrastructures, Procedia– Social and Behavioral Sciences, Vol. 53, pp. 921–932, 2012.

[16] Figueroa-Medina, A. M. and Tarko, A. P; “Reconciling Speed Limits with Design Speeds,”Report FHWA/IN/JTRP-2004/26, Purdue University- Joint Transportation Research Program, Project No. C-36-10G File, 2004.

[17] Martens, M. H.; Comte, S. and Kaptein, N.; “The Effects of Road Design on Speed Behaviour: A Literature Review,” TNO Human Factors Research Institute, Deliverable D1 (Report 2.3.1), MASTER, 1997.

[18] Kanellaidis, G.; “Factors Affecting Drivers' Choice of Speed on Roadway Curves,” Journal of Safety Research, Vol. 26, No. 1, pp. 49–56, 1995.

[19] Samuel G. Charlton; “The Role of Attention in Horizontal Curves: A Comparison of Advance Warning, Delineation, and Road Marking Treatments,” Accident Analysis and Prevention, Vol. 39, No. 5, pp. 873–885, 2007.

[20] Hashim, I. H.; “Analysis of Speed Characteristics for Rural Two-Lane Roads: A Field Study from Minoufiya
Governorate, Egypt,” Ain Shams Engineering Journal, Vol. 2, No. 1, pp. 43–52, 2011.

[21] Ishikawa, K.; Amano, Y.; Hashizume, T. and Takiguchi, J.; “A Study of Precise Road Feature Localization using Mobile Mapping System,” ASME International Conference on Advanced Intelligent Mechatronics, IEEE, pp. 1–6, 2007.

[22] Tao, C. V.; “Mobile Mapping Technology for Road Network Data Acquisition,” Journal of Geomatics Engineering, Vol. 2, No. 2, pp. 1–13, 2009.

[23] France, J. and Glennie, C.; “A Step-by-Step Description of a Mobile Mapping Project Reveals the Tricks of the Trade,” Earth Imaging Journal, pp. 28–30, 2011.

[24] Madeira, S.; Goncalves, J. and Bastos, L.; “Photogrammetric Mapping and Measuring Application using MATLAB,” Computers and Geosciences, Vol. 36, Issue 6, pp. 699–706, 2010.

[25] Castro, M.; Iglesias, L.; Rodriguez-Solano, R. and Sanchez, J. A.; “Geometric Modeling of Highways using Global Positioning System (GPS) Data and Spline Approximation,” Transportation Research Part C: Emerging Technologies, Vol. 14, No. 4, pp. 233– 243, 2006.

[26] Findley, D. J.; Hummer, J. E.; Rasdorf, W.; Zegeer, C. V. and Fowler, T. J.; “Modeling the Impact of Spatial Relationships on Horizontal Curve Safety,” Accident Analysis and Prevention, Vol. 45, pp. 296–304, 2012.

[27] Eichner, M. L. and Breckon, T. P.; “Integrated Speed Limit Detection and Recognition from Real- Time Video,” Intelligent Vehicles Symposium, IEEE, Conference Publications, pp. 626–631, 2008.

[28] Chen, L.; Li, Q.; Li, M. and Mao, Q.; “Traffic Sign Detection and Recognition for Intelligent Vehicle,”IEEE Intelligent Vehicles Symposium IV, 2011.

[29] Moutarde, F.; Bargeton, A.; Herbin, A. and Chanussot, L.; “Modular Traffic Signs Recognition Applied to On-Vehicle Real-Time Visual Detection of American and European Speed limit Signs,” Intelligent Vehicles Symposium, IEEE, pp. 1122–1126, 2007.

[30] Maldonado-Basco, S. and Gomez-Moreno, H.; “Road-Sign Detection and Recognition Based on Support Vector Machines,” IEEE Transaction on Intelligent Transportation Systems, Vol. 8, No. 2, pp. 264–278, 2007.

[31] Damavandi, Y. B. and Mohammadi, K.; “Speed Limit Traffic Sign Detection and Recognition,” Conference on Cybernetics and Intelligent Systems, IEEE, Vol. 2, pp. 797–802, 2004.

[32] Heydari, M.; Amirfattahi, R.; Nazari, B. and Bastani, A.; “Iron Ore Green Pellet Diameter Measurement by using of Image Processing Techniques,” ICEE, 2013.

[33] FHWA; “Manual on Uniform Traffic Control Devices,” Federal Highway Administration, United States Department of Transportation, Washington D. C., Table 2C–4, Guidelines for Advance Placement of Warning Signs, 2003.

[34] Christopher, J. and Burges, C.; “A Tutorial on Support Vector Machines for Pattern Recognition,” Data Mining and Knowledge Discovery, pp. 121–167, 1998.

[35] Cafiso, S.; Di Graziano, A.; Di Silvestro, G.; La Cava, G. and Persaud, B.; “Development of ComprehensiveAccident Models for Two-Lane Rural Highways using Exposure, Geometry, Consistency and ontext Variables,” Accident Analysis and Prevention, Vol. 42, No. 4, pp. 1072–1079, 2010.

[36] FHWA; “Manual on Uniform Traffic Control Devices,” Federal Highway Administration, United States Department of Transportation, Washington D. C., Table 2C–5. Horizontal Alignment Sign Selection, 2009.

[37] Glennon, J. C.; Neuman, T. R. and Leisch, J. E.; “Safety and Operational Considerations for Design of Rural Highway Curves,” Federal Highway Administration, Technical Report, FHWA–RD–86– 035, 1985.

[38] Jorgensen, F. and Wentzel-Larsen, T.; “Optimal Use of Warning Signs in Traffic,” Accident Analysis and Prevention, Vol. 31, No. 6, pp. 729–738, 1999.

[39] Shinar, D.; Rockwell, T. H. and Malecki, J. A.; “The Effects of Changes in Driver Perception on Rural Curve Negotiation,” Ergonomics, Vol. 23, No. 3, pp. 263–275, 1980.

[40] Recarte, M. A. and Nunes, L. M.; “Perception of Speed in an Automobile: Estimation and Perception,” Journal of Experimental Psychology, Vol. 2, No. 4, pp. 291–304, 1996.

[41] Agent, K. R.; “Transverse Pavement Markings for Speed Control and Accident Reduction,” Transportation Research Record, No. 773, pp. 11–14,1980.

[42] Rasanen, M.; “Effects of a Rumble Strip Barrier Line on Lane Keeping in a Curve,” Accident Analysis and Prevention, Vol. 37, No. 3, pp. 575–581, 2005.

[43] Koorey, G.; Page, S.; Stewart, P.; Gu, J.; Ellis, A.; Henderson, R. and Cenek, P.; “Curve Advisory Speeds in New Zealand,” IPENZ Transportation Group Technical Conference 2002, Rotorua, New Zealand, 25 Sep. 2002, Report No. 226, p. 112, 2002.

آمار

تعداد مشاهده مقاله: 422

تعداد دریافت فایل اصل مقاله: 597