Establishing speed-flow-density relationships for exclusive motorcycle lanes

被引:9
|
作者
Hussain, H. [1 ]
Umar, R. S. Radin [2 ]
Farhan, M. S. Ahmad [3 ]
机构
[1] Univ Putra Malaysia, Dept Civil Engn, Fac Engn, Serdang 43400, Selangor, Malaysia
[2] Minist Higher Educ, Dept Higher Educ, Putrajaya 62505, Malaysia
[3] Malaysian Inst Rd Safety Res, Kajang 43000, Selangor, Malaysia
关键词
motorcycle; accidents; motorcycle lane facility; motorcycle speed-flow-density relationships; motorcycle lane capacity;
D O I
10.1080/03081060.2011.565175
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
The motorcycle is a popular mode of transport in Malaysia and developing Asian countries, but its significant representation in the traffic mix results in high rates of motorcycle accidents. As a result, the Malaysian Government decided to segregate motorcycle traffic along its new federal roads as an engineering approach to reduce accidents. However, traffic engineers needed to know the maximum traffic a motorcycle lane could accommodate. Despite substantial literature related to speed-flow-density relationships and capacities of various transport facilities, there is a knowledge gap regarding motorcycle lanes. This paper establishes motorcycle speed-flow-density relationships and capacities of exclusive motorcycle lanes in Malaysia. Observations of motorcycle flows and speeds were conducted along existing and experimental motorcycle lanes. Motorcycle speed-density data were aggregated and plotted for two types of observable motorcycle riding behaviour patterns that were influenced by the widths of a motorcycle lane: the headway pattern (lane width 1.7 m) and the space pattern (lane width 1.7 m). For both riding patterns, regression analysis of motorcycle speed-density data best fits the logarithmic model and consequently the motorcycle flow-density and speed-flow models are derived. Motorcycle lane capacities for headway and space riding patterns are estimated as 3300 mc/hr/lane and 2200 mc/hr/m, respectively.
引用
收藏
页码:245 / 257
页数:13
相关论文
共 50 条
  • [41] THE INTERPRETATION AND USE OF SPEED-FLOW RELATIONSHIPS FOR TRANSPORT PLANNERS
    LEWIS, PA
    TRAFFIC ENGINEERING & CONTROL, 1980, 21 (06): : 304 - &
  • [42] Pedestrian speed/flow relationships for walking facilities in Hong Kong
    Lam, WHK
    Cheung, CY
    JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 2000, 126 (04): : 343 - 349
  • [43] A MICROSIMULATION CALIBRATION METHODOLOGY BASED ON SPEED-DENSITY RELATIONSHIPS FOR FREEWAYS
    Mauro, Raffaele
    Giuffre, Orazio
    Grana, Anna
    Chiappone, Sandro
    PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON TRAFFIC AND TRANSPORT ENGINEERING (ICTTE), 2014, : 1 - 11
  • [44] Influence Factor Analysis of Bicycle Free-Flow Speed for Determining the Design Speeds of Separated Bicycle Lanes
    Yan, Xingchen
    Chen, Jun
    Bai, Hua
    Wang, Tao
    Yang, Zhen
    INFORMATION, 2020, 11 (10) : 1 - 15
  • [45] Investigation of density and flow relationships in congested traffic with videogrammetric data
    Ioerger, TR
    Meeks, JH
    Nelson, P
    TRAFFIC FLOW THEORY AND HIGHWAY CAPACITY 2001: HIGHWAY OPERATIONS, CAPACITY, AND TRAFFIC CONTROL, 2001, (1776): : 167 - 177
  • [46] EMPIRICAL-ANALYSIS OF FREEWAY FLOW-DENSITY RELATIONSHIPS
    HALL, FL
    ALLEN, BL
    GUNTER, MA
    TRANSPORTATION RESEARCH PART A-POLICY AND PRACTICE, 1986, 20 (03) : 197 - 210
  • [47] New speed flow relationships for road network planning in the Paris Region
    Cohen, S
    Zhang, MY
    TRAFFIC AND TRANSPORTATION STUDIES, VOLS 1 AND 2, PROCEEDINGS, 2002, : 389 - 396
  • [48] The impact of precipitation on speed–flow relationships along a UK motorway corridor
    Elizabeth Hooper
    Lee Chapman
    Andrew Quinn
    Theoretical and Applied Climatology, 2014, 117 : 303 - 316
  • [50] Outflow of traffic from the national capital Kuala Lumpur to the north, south and east coast highways using flow, speed and density relationships
    Mustapha, Nik Hashim Nik
    Hashim, Nik Nur Wahidah Nik
    JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2016, 3 (06) : 540 - 548