The Study Exploration towards Side Friction Influences by traffic performance measures on roads

Itrajula Adinarayana, Dr. N.C Anil

Abstract


Side friction factors are characterized as every one of those activities identified with the exercises occurring by the sides of the road and infrequently inside the road, which meddle with the movement flow on the voyaged way. They incorporate however not restricted to people on foot, bikes, non-motorized vehicles, parked and stopping vehicles. The individual friction factors through relapse examination were weighted and joined into one unit of measure of friction called 'FRIC'. The impact of "FRIC" on speed-flow bends was broke down. The outcomes demonstrated huge effect on speed for both road sorts. Effect on limit was recognized on two-path two-way roads while field information on four-path two-way roads did not permit this. In the microanalysis approach, impact of individual side friction factors on speed was broke down. The outcomes demonstrated that on two-path two-way roads, every single examined element displayed measurably noteworthy effect on speed, while on four-path two-way roads, just a single component demonstrated the same. Advance suggestions were made that these outcomes ought to be connected to define administration programs looking to breaking point levels of side friction on high portability urban arterial streets avenues with a specific end goal to enhance activity security and operation proficiency.


Keywords


Side friction factors, urban road links, speed-flow connections.

References


Akcelik, R. (1981). Traffic Signals: Capacity and Timing Analysis. ARRB Research Record 123, Australian Road Research Board.

Algers, S., E.Bernauer, M.Boero, L.Breheret, C.Di Taranto, M.Dougherty, K.Fox, and J.F.Gabard (1997). “Review of Micro-Simulation Models.” Review Report of the SMARTEST project, deliverable 3 (http://www.its.leeds.ac.uk/smartest/deliv3.html)

Aronsson, K.F.M., and Bang, K.L. (2005). Factors influencing speed profiles on urban streets. 3rd International symposium on highway geometric design, Illinois Chicago. Compendium of papers CD-ROM.

Bang, K.L., Ronggui, Z., and Huichen, X., (1988): Traffic performance and passenger equivalents for road links and township roads in Peoples Republic of China. Proc., Third International Symposium on Highway Capacity, Copenhagen, June 1998 (TRB + Danish Road Directorate)

Bang, K.-L., Carlsson A., and Palgunadi. (1995). Development of Speed-flow Relationships for Indian Rural Roads using Empirical Data and Simulation. Transportation Research Record 1484, Transportation Research Board, National Academy Press, Washington, D.C.

Bang, K.-L., and Carlsson, A. (1996). Traffic Study for Malaysia. Highway Planning Unit,Ministry of Public Works, Kuala Lumpur, Malaysia.

Bang, K.-L. (1997). Indo-Highway Capacity Manual. Department of Public Works, Directorate General Highways, Jakarta, Indonesia, February 1997. (Distributed by McTRANS Florida together with its supporting software KAJI).

Bang, K.-L., Ronggui, Z., and Huichen, X. (1998). Traffic performance and passenger car equivalents for road links and township roads in Peoples Republic of China. Proc., Third International Symposium on Highway Capacity, Copenhagen, June 1998 (TRB + Danish Road Directorate).

Bang, K.-L., and Hai-Long, G. (1999). Traffic performance modeling for intersections on interurban and township roads in PRC. Proc., Third Conference of the Eastern Asia Society for Transportation Studies (EASTS), Taipei, Taiwan, September 1999.

Bang, K.L., Bergh, T., Carlson, A., Hanson, A., and Ronggui, Z., (1999): Highway capactiy study, Final report and capacity guidelines. National Highway Project of Peoples republic of China. Hebei and Henan Provincial Communication Departments.

Bang, K-L., Heshen, A. (2000). ‘Development of Capacity Guidelines for Road links and Intersections for Henan and Hebei Provinces, PRC’, Transportation Research E-C018, Fourth International Symposium on Highway Capacity Proceedings, Maui, Hawaii page 288-298

Banks, J.H. 1989. “Freeway speed-flow-concentration relationships: More evidence and interpretations.” Transportation Research Record 1225, Transportation Research Board, NRC, Washington, D.C.: 53-60.

Barcelo, J., J. Casas, J.L.Ferrer, and D.Garcia (1999). “Modelling Advanced Transport Telematic Applications with Microscopic Simulators.” The case with AIMSUN2. In: Brilon, Huber, Scheckenberg, and Wallentowitz (eds), “Traffic and Mobility”. Simulation, Economics, Environment. Springer-Verlag.

Black, J.A., Westerman, H.L., Blinkhorn, L. and McKittrick, J., (1988), ‘Land use along arterial roads: friction and impact’, The Environmental Planning and Management Series, School of Town Planning, University of New South Wales.

Botma, H. (1978). State-of-the-art report “Traffic flow models”. Research Report R-78-40, SWOV.

Branston, D., and Van Zuylen, H. (1978). The estimation of saturation flow, effective green time and passenger car equivalents at traffic signals by multiple linear regression. Transportation Research, Vol. 12(1), pp.47-53.

Brimblecombe P. (1981). Long-term trends in London Fog. Science of the Total Environment 22, 19-29.


Full Text: PDF [Full Text]

Refbacks

  • There are currently no refbacks.


Copyright © 2013, All rights reserved.| ijseat.com

Creative Commons License
International Journal of Science Engineering and Advance Technology is licensed under a Creative Commons Attribution 3.0 Unported License.Based on a work at IJSEat , Permissions beyond the scope of this license may be available at http://creativecommons.org/licenses/by/3.0/deed.en_GB.