[go: up one dir, main page]

Akçelik et al., 2002 - Google Patents

Queue discharge flow and speed models for signalised intersections

Akçelik et al., 2002

Document ID
1628310587120322285
Author
Akçelik R
Besley M
Publication year

External Links

Snippet

Traditional traffic theory focuses on modelling of queue discharge flow rates (or headways) at signalised intersections with relatively little consideration of the corresponding queue discharge speed characteristics. A simplified queue discharge flow model is commonly …
Continue reading at www.emerald.com (other versions)

Classifications

    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/09—Arrangements for giving variable traffic instructions
    • G08G1/0962—Arrangements for giving variable traffic instructions having an indicator mounted inside the vehicle, e.g. giving voice messages
    • G08G1/0967—Systems involving transmission of highway information, e.g. weather, speed limits
    • G08G1/096766—Systems involving transmission of highway information, e.g. weather, speed limits where the system is characterised by the origin of the information transmission
    • G08G1/096791—Systems involving transmission of highway information, e.g. weather, speed limits where the system is characterised by the origin of the information transmission where the origin of the information is another vehicle
    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/09—Arrangements for giving variable traffic instructions
    • G08G1/0962—Arrangements for giving variable traffic instructions having an indicator mounted inside the vehicle, e.g. giving voice messages
    • G08G1/0967—Systems involving transmission of highway information, e.g. weather, speed limits
    • G08G1/096708—Systems involving transmission of highway information, e.g. weather, speed limits where the received information might be used to generate an automatic action on the vehicle control
    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/01—Detecting movement of traffic to be counted or controlled
    • G08G1/0104—Measuring and analyzing of parameters relative to traffic conditions
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C21/00—Navigation; Navigational instruments not provided for in preceding groups
    • G01C21/26—Navigation; Navigational instruments not provided for in preceding groups specially adapted for navigation in a road network
    • G01C21/34—Route searching; Route guidance
    • G01C21/3453—Special cost functions, i.e. other than distance or default speed limit of road segments
    • G01C21/3492—Special cost functions, i.e. other than distance or default speed limit of road segments employing speed data or traffic data, e.g. real-time or historical
    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/01—Detecting movement of traffic to be counted or controlled
    • G08G1/052—Detecting movement of traffic to be counted or controlled with provision for determining speed or overspeed

Similar Documents

Publication Publication Date Title
Akçelik et al. Queue discharge flow and speed models for signalised intersections
Liu et al. Real-time queue length estimation for congested signalized intersections
US8279086B2 (en) Traffic flow monitoring for intersections with signal controls
Wu et al. An empirical analysis on the arterial fundamental diagram
Gould et al. Modeling bicycle facility operation: Cellular automaton approach
Geroliminis et al. Prediction of arrival profiles and queue lengths along signalized arterials by using a Markov decision process
CN107919027A (en) Predict the methods, devices and systems of vehicle lane change
DE112012001799T5 (en) Drive assistance device
Dahl et al. Empirical estimation of capacity for roundabouts using adjusted gap-acceptance parameters for trucks
Wang et al. Exploring operating speeds on urban arterials using floating car data: case study in Shanghai
Tanyel et al. A discussion on the parameters of Cowan M3 distribution for Turkey
Tiwari et al. Optimizing performance at signalized intersections through signal coordination in two intersections of Nepal
KR101436422B1 (en) Variable speed limits system considering tunnel and operating method thereof
Berkow et al. Prototype for data fusion using stationary and mobile data: Sources for improved arterial performance measurement
Hashim et al. Evaluation of performance measures for rural two-lane roads in Egypt
Zimmerman et al. Intersection safety at high-speed signalized intersections: Number of vehicles in dilemma zone as potential measure
Cassidy et al. Proposed model for predicting motorist delays at two-lane highway work zones
Kumar et al. Estimation of delay at signalized intersections for mixed traffic conditions of a developing country
Lobo et al. Free-flow speed model based on portuguese roadway design features for two-lane highways
Al-Kaisy et al. Measuring performance on two-lane highways: empirical investigation
Kessler et al. Detection rate of congestion patterns comparing multiple traffic sensor technologies
Rahman et al. Effects of rickshaws and auto-rickshaws on the capacity of urban signalized intersections
Khan et al. Estimation of conflicting traffic volume using spatiotemporal factor
Zhou et al. Investigation of speed-flow relationship under congested conditions on a freeway
KR101637783B1 (en) Method and device for determineing appropriateness of traffic signal cycle