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Analysis of some traffic intersection problems via queuing models and graph theory /Arya, Vijay Kumar January 1967 (has links)
No description available.
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Optimization of traffic flow splits /Taylor, William C. January 1967 (has links)
No description available.
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Vehicle tracking and traffic monitoring at an intersection using an uncalibrated stereo vision system31 July 2012 (has links)
M.Ing. / Traffic has become an extreme irritation and costly entity to deal with in recent years. Gone are the days where one could simply widen roadways to increase flow rates due to space constraints. Traffic costs countries billions of dollars per annum and thus the need to alleviate traffic congestion. Many technologies are currently available that can be used to lower the traffic density at an intersection, one of them being the use of cameras. Not only are digital cameras dropping in price, but the associated cost of maintenance is low. Distance information of a scene can thus be calculated via a visual system and from this information advanced control can be implemented in order to maximise traffic flow through an intersection. A traffic simulator was coded and analysed in order to validate the use of a visual system for increasing the amount of cars passing through the intersection per unit time over the current fixed timing system. Two different algorithms were compared to the current fixed timing scheme using a traffic simulator. The results showed that an improvement can be achieved over the current fixed timing scheme (of up to 19.92%). The use of stereovision as a method of attempting to monitor traffic flow is discussed. Vehicles were tracked using 13 trackers and the distance away from the stereo setup was calculated and compared to the actual distance away from the stereo setup. The best results found that with a baseline distance of 1500mm the average error in determining the distance of a vehicle was 16.46m. Although this error is quite large, it is still possible to monitor traffic flow using stereo vision with these inputs. Some of the issues that may cause these errors are camera quality, camera calibration and variable lighting conditions.
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Travel time budgets in an urban area /Hodges, Fiona. January 1994 (has links)
Thesis (M. Eng. Sc.)--University of Melbourne, 1994. / Typescript (photocopy). Includes bibliographical references (leaves 123-126).
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Application of a probabilistic multipath traffic assignment model to Lawrence, KansasConrad, John Francis January 2011 (has links)
Kansas State University master's non-thesis project. / Digitized by Kansas State University Libraries
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Traffic engineering multi-layer optimization for wireless mesh network transmission : a campus network routing protocol transmission performance enhancementMuogilim, Okechukwu Emmanuel January 2011 (has links)
The wireless mesh network is a potential network for the future due to its excellent inherent characteristic for dynamic self-healing, self-configuration and self-organization. It also has the advantage of easy interoperability networking and the ability to form multi-linked ad-hoc networks. It has a decentralized topology, is cheap and highly scalable. Furthermore, its ease in deployment and easy maintenance are other inherent networking qualities. These aforementioned qualities of the wireless mesh network bring advantages to transmission capability of heterogeneous networks. However, transmissions in wireless mesh network create comparative performance based challenges such as congestion, load-balancing, scalability over increasing networks and coverage capacity. Consequently, these challenges and problems in the routing and switching of packets in the wireless mesh network routing protocols led to a proposal on the resolution of these failures with a combination algorithm and a management based security for the network and its transmitted packets. There are equally contentious services like reliability of the network and quality of service for real-time multimedia traffic flows with other challenges such as path computation and selection in the wireless mesh network. This thesis is therefore a cumulative proposal to the resolution of the outlined challenges and open research areas posed by using wireless mesh network routing protocol. It advances the resolution of these challenges in the mesh environment using a hybrid optimization – traffic engineering, to increase the effectiveness and the reliability of the network. It also proffers a cumulative resolution of the diverse contributions on wireless mesh network routing protocol and transmission. Adaptation and optimization are carried out on the wireless mesh network designed network using traffic engineering mechanism and technique. The research examines the patterns of mesh packet transmission and evaluates the challenges and failures in the mesh network packet transmission. It develops a solution based algorithm for resolutions and proposes the traffic engineering based solution. These resultant performances and analysis are usually tested and compared over wireless mesh IEEE802.11n or other older proposed documented solution. This thesis used a carefully designed campus mesh network to show a comparative evaluation of an optimal performance of the mesh nodes and routers over a normal IEE802.11n based wireless domain network to show differentiation by optimization using the created algorithms. Furthermore, the indexes of performance being the metric are used to measure the utility and the reliability, including capacity and throughput at the destination during traffic engineered transmission. In addition, the security of these transmitted data and packets are optimized under a traffic engineered technique. Finally, this thesis offers an understanding to the security contribution using traffic engineering resolution to create a management algorithm for processing and computation of the wireless mesh networks security needs. The results of this thesis confirmed, completed and extended the existing predictions with real measurement.
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A review of the value of travel time in Hong KongChoy, Wing-pong., 蔡榮邦. January 2005 (has links)
published_or_final_version / abstract / Transport Policy and Planning / Master / Master of Arts in Transport Policy and Planning
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Algorithm development for solving the emergency vehicle location problem with stochastic travel times and unequal vehicle utilizationsPaz Avila, Luis Albert, 1964- January 1988 (has links)
This thesis deals with the problem of locating emergency vehicles in an urban area. An optimization model is formulated that extends previous work by allowing stochastic travel times, unequal vehicle utilizations, and backup service. The heart of the model is a procedure similar to the Hypercube approximation model. Ten pair-wise interchange heuristics are developed and tested on 240 test problems. Demand and service time components of the test data have been generated using characteristics of the Tucson Emergency Medical System. Geographical components of the test data have been generated using actual city shapes as models. It is believed that these test problems are more indicative of actual emergency vehicle location problems than those previously presented in the literature.
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A comparison of non-traditional instersection designs using microscopic simulation / Comparison of non-traditional intersection designs using microscopic simulationUnknown Date (has links)
In light of the growing traffic demand and the futility of the conventional solutions, many states have been considering alternative intersection designs. Researchers have demonstrated the benefits of several unconventional intersection designs and their implementation at different sites throughout the United States and abroad have delivered significant improvement in traffic compared to the conventional intersections. A signalized and un-signalized roundabout, a Continuous Flow Intersection, and a Parallel Flow Intersection have been evaluated and compared in this research as viable alternatives to the traditional single intersection. Using micro-simulation platforms, AIMSUN 6.0 and VISSIM 5.10, models of each intersection are evaluated for low, medium, and high entrance volumes. The analysis revealed that the Roundabout performs better at low entering volumes while the Continuous flow yields better results at high volumes. / by Steve Chery. / Thesis (M.S.C.S.)--Florida Atlantic University, 2010. / Includes bibliography. / Electronic reproduction. Boca Raton, Fla., 2010. Mode of access: World Wide Web.
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Implementation of a VANET Geo-Fence Based Adaptive Traffic Light Control SchemeUnknown Date (has links)
In this thesis we extend the VANET-based approach to counting vehicles at a traffic
light by implementing a Geo-fence Based Vehicle Counting Algorithm which supports the
use of RFID technology. This implementation utilizes the concept of geo-fencing to create
a Zone of Interest (ZOI) that sections off a roadway that is relevant to a traffic intersection.
All vehicles in this ZOI are used to determine the required length of the green-cycle time.
By utilizing vehicle-to-vehicle (V2V) and vehicle-to-infrastructure (V2I) technologies, we
broadcast beacons that are propagated to all vehicles in the ZOI from the infrastructure
which in this case is the traffic light controller.
These beacons are used to determine the last vehicle location in the ZOI. A timing
algorithm ensures that the last vehicle broadcasts first. The beacons are sent using the
IEEE 1609.4 Wireless Access in Vehicular Environments Standard Vendor Specific Action
(VSA) frames on the Smart Drive Initiative Vehiclular Ad Hoc Networks testbed. This
work is implemented in conjunction with the Vehicular Multi-technology Communication
Device (VMCD) supported by the National Science Foundation. / Includes bibliography. / Thesis (M.S.)--Florida Atlantic University, 2016. / FAU Electronic Theses and Dissertations Collection
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