Traffic Signal Timing Models For Oversaturated Signalized Interchanges

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Traffic Signal Timing Models For Oversaturated Signalized Interchanges
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Author : Youngchan Kim
language : en
Publisher:
Release Date : 1992
Traffic Signal Timing Models For Oversaturated Signalized Interchanges written by Youngchan Kim and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1992 with Traffic congestion categories.
This research report documents the development models for control of signalized diamond interchanges during oversaturated traffic conditions. Oversaturated traffic conditions occur when the average traffic demand exceeds the capacity of the signal system. The dynamic optimization model proposed is the principal product of this research. The control objective of the dynamic model is to provide maximum system productivity as well as minimum delay for a selected roadway system. A special feature predetermined upper limits.
Efficient Transportation And Pavement Systems Characterization Mechanisms Simulation And Modeling
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Author : Imad L. Al-Qadi
language : en
Publisher: CRC Press
Release Date : 2008-11-01
Efficient Transportation And Pavement Systems Characterization Mechanisms Simulation And Modeling written by Imad L. Al-Qadi and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008-11-01 with Technology & Engineering categories.
Internationally, significant attention is given to transport sustainability including planning, design, construction, evaluation, safety and durability of the road system. The 4th International Gulf Conference on Roads: Efficient Transportation and Pavement Systems - Characterization, Mechanisms, Simulation, and Modeling, hosted by the University o
Traffic Models Overview Handbook
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Author : James R. Mekemson
language : en
Publisher:
Release Date : 1993
Traffic Models Overview Handbook written by James R. Mekemson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1993 with Electronic traffic controls categories.
Strategies For Improving Traffic Operations At Oversaturated Diamond Interchanges
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Author : G. Curtis Herrick
language : en
Publisher:
Release Date : 1992
Strategies For Improving Traffic Operations At Oversaturated Diamond Interchanges written by G. Curtis Herrick and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1992 with Electronic traffic controls categories.
A Model For Evaluating Integration Strategies For Operating Diamond Interchange And Ramp Metering
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Author : Zongzhong Tian
language : en
Publisher:
Release Date : 2003
A Model For Evaluating Integration Strategies For Operating Diamond Interchange And Ramp Metering written by Zongzhong Tian and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2003 with Express highway interchanges categories.
Development And Evaluation Of A Framework For Selecting Operational Strategies For An Integrated Diamond Interchange
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Author : Zongzhong Tian
language : en
Publisher:
Release Date : 2004
Development And Evaluation Of A Framework For Selecting Operational Strategies For An Integrated Diamond Interchange written by Zongzhong Tian and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with Electronic traffic controls categories.
Actuated Coordinated Signalized System
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Author : Zahir Khatib
language : en
Publisher:
Release Date : 2001
Actuated Coordinated Signalized System written by Zahir Khatib and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2001 with Electronic traffic controls categories.
Government Reports Announcements Index
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Author :
language : en
Publisher:
Release Date : 1992
Government Reports Announcements Index written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1992 with Science categories.
Development Of Closed Loop System Evaluation Procedures
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Author : Eric J. Nelson
language : en
Publisher:
Release Date : 2000
Development Of Closed Loop System Evaluation Procedures written by Eric J. Nelson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2000 with Electronic traffic controls categories.
Methodology For Traffic Signal Timing In Oversaturated Arterial Networks
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Author : Gye-Hyeong Ahn
language : en
Publisher:
Release Date : 1997
Methodology For Traffic Signal Timing In Oversaturated Arterial Networks written by Gye-Hyeong Ahn and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1997 with Electronic traffic controls categories.
A traffic simulation model was developed to provide a methodology for traffic signal timing in oversaturated urban arterial networks. Two control objectives of traffic signal timing in oversaturated conditions were taken into consideration. One was to maximize the number of vehicles processed in an arterial network, which has an oversaturated traffic demand at the entry of the arterial street and moderate traffic demands at the entry of cross streets. The other was to prevent queue spillback or to minimize the occurrence of queue spillback if inevitable. Signal timing offset was the dominant factor affecting system performance; although, link length was also important. When link length is short, the optimum offset is approximately zero, regardless of the cycle length. As link length increases beyond the minimum 200 ft (61 m) tested, for highest efficiency, downstream intersection greens should begin before upstream intersection greens. This relationship, opposite to conventional progression greens, moves downstream queues before incoming platoon arrival. Cross street traffic operations can have significant effects upon arterial performance and system efficiency. System efficiency rapidly deteriorates when any cross street green becomes too short for the link length. Therefore, a "practical" minimum green interval for cross streets is necessary to accommodate upstream cross street through traffic and turning vehicles from the arterial. When the cross street green is shorter than the minimum, even with the best offset combination, queue spillbacks occur on the cross streets and system efficiency deteriorates.