Providing a Method for Categorizing and Prioritizing Interchange from Two Points of View of Geometric Design and Traffic Application (Case Study: Tehran)

Document Type : Original Article

Authors

1 Department of Civil Engineering, Khaje Nasir Toosi University of Technology, Tehran, Iran.

2 Science and Research Unit, Azad University, Tehran, Iran.

3 Department of Civil Engineering, Iran University of Science and Technology, Tehran, Iran.

Abstract

Nowadays, with the increase in the number of vehicles on urban roads, a lot of interferences happen in the intersections. Therefore, it seems necessary to pay more attention to the construction or modification of the intersections, especially the interchanges, which have flourished in recent years. On the other hand, given the high costs of construction projects, it is essential to select an intersection in which its modification could address the whole network traffic problem adequately. The development and improvement of non-interconnected intersections with poor geometries and traffics not only improves the efficiency of the intersection but also improves the efficiency of the entire highway network. Therefore, in this paper, a method for classification and prioritization of the intersections is proposed to provide a more comprehensive vision for the planners and governments. This method helps them in the budget allocations and time priorities definitions of the construction or modification project efficiently. Herein, after reviewing the intersections, the TOPSIS method called is employed to analyze the Shannon entropy weights. Next, the geometric and traffic indicators are defined. Then, as a case study, the non-level intersections of Shahid Hemmat highway in Tehran (14 cases) are categorized and prioritized. The results show that a left-handed or right-handed protected intersection with the bandwidth of decrease and increase of the high speeds has a higher priority.

Keywords


- منجم، س.، (1391)، "راهسازی"، انتشارات انگیزه، چاپ ششم.
- شاکری، م.، (1388)، "ارزیابی فنی و اقتصادی ضرورت ساخت انواع تقاطعات غیر هم‌سطح در بزرگراه­­ها".
- هادیان، م.، (1387)، "گسترش متدولوژی ارزیابی تقاطعات غیر هم‌سطح (لوپ‌ها و جهت دهنده‌ها)".
- شاهی و اخباری، (1388)، "انتخاب طرح هندسی بهینه تقاطع با مدل کامپیوتری".
- مرادی، م. و اخترکاوان، م. (1388)، "روش‌شناسی مدل‌های تحلیل تصمیم‌گیری چندمعیاره"، مقاله SID.
- اصغرپور، م. (1390)، "تصمیم‌گیری چندمعیاره (MCDM)"، چاپ نهم، انتشارات دانشگاه تهران.
- قدسی پور، ح.، "مباحثی در تصمیم‌گیری چندمعیاره"، انتشارات دانشگاه صنعتی امیرکبیر، چاپ اول.
 
 
- (2004), "American Association of State Highway and Transportation Officials (AASHTO)", Washington DC, A Policy on Geometric Design of Highway and Streets, Fifth Edition.
 
-­Bonneson, J., Zimmerman, K. and Jacobson, M., (2002), "Review And Evaluation Of Interchange Ramp Design Considerations For Facilities Without Frontage Roads", Texas Transportation Institute.
 
-­(2006), "Highway Design Manual", Massachusetts, Massachusetts Highway Department, MassHighway, Department of Highways.
 
- Horman, C.B. and Turnbull, H.H., (1974), "Design and analysis of roundabouts." In Australian Road Research Board (ARRB) Conference, 7th, Adelaide, Vol. 7, No. 4.
 
-­Leisch, J-P. Stout, T., (2007-2008),­ "Requirements and standards of regulations and comparisons of alternatives".
 
-  Stanek, D. (2009), "­Methods of increasing the capacity of intersections".
 
- Fletcher, Kelly, Praveen, K., Edara, (et al), (2008), "Collection of experiments using different interchange designs".
 
-  Hasan, H.E. and Ali, A.T., (2012), "Effects of Geometric Characteristics on Capacity Reduction".
 
-  Xiaotian, S. and Horowitz, R., (2005), "A localized switching ramp metering controller with a queue length regulator for congested freeways". Portland, OR, USA. American control conference.
 
- Gettman, D.M., Head, K. L. and Mirchandani, P. B., (1999), "A Multi-Objective Integrated Large-Scale Optimized Ramp Metering Control System (MILOS) for Freeway Traffic Management", Proceedings of Transportation Research Board Annual Meeting.
 
- Banks, James. H., "The Two-Capacity Phenomenon: Some Theoretical Issues", T.R.B. No. 1320, 1991, 234-240.
 
-Banks, James. H., "Two-Capacity Phenomenon at Freeway Bottlenecks: A Basis for Ramp metering?", T.R.B. No. 1320, 1991, pp.83-90.
 
- Chang, G. L., Wu, J. and Cohen, S., (2004), "Integrated Real-Time Ramp Metering Model for Nonrecurrent Congestion: Framework and Preliminary Results", Transportation Chaudhary, N. A., Z. Tian, C. J. Messer, and C. Chu, "Ramp Metering Algorithms and Approaches for Texas", FHWA/TX-05/0-4629-1, Technical Report 0-4629-1.
 
-  (1999), "Traffic Flow Theory", Federal Highway Administration, Public Record, Vol. 62- No. 4. Systems, 3(4), pp.271–281.
 
- (2005) Freeway and Interchange Geometric Design Handbook. Washington, D.C. Institute of Transportation Engineers.
 
- (2008), “Transportation Research Institute, Polytechnic University and Kittelson & Associates, Inc. Analysis of Freeway Weaving Sections”. Final Report, NCHRP Project 3-75. National Cooperative Highway Research Program, Transportation Research Board.
 
- (2002), “The Interchange Handbook. Tallahassee, FL. Florida Department of Transportation”.
 
-  Garber, N.J. and Fontaine, M.D., (1999), "Guidelines for Preliminary Selection of the Optimum Interchange Type For A Specific Location", Virginia, In Cooperation with the U.S Department of Transportation Federal Highway Administration Charlottesville.