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Hurricane evacuation origin, route and destination /Dixit, Vinayak V. January 2008 (has links)
Thesis (Ph.D.)--University of Central Florida, 2008. / Adviser: Essam A. Radwan. Includes bibliographical references (p. 146-154).
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An analytical shock-fitting approach to the solution of the Lighthill-Whitham-Richards traffic flow modelChen, Wenqin, 陳文欽 January 2007 (has links)
published_or_final_version / abstract / Civil Engineering / Master / Master of Philosophy
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Front tracking algorithm for the Lighthill-Whitham-Richards model for a traffic networkSun, Wenjun, 孫文君 January 2008 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
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Traffic incident modelling in mixed urban networksMongeot, Helene January 1998 (has links)
No description available.
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Algorithms for the traffic assignment problem with a fixed demandArezki, Y. January 1987 (has links)
No description available.
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Freight transportation - today and tomorrow : An in-depth look at logistics and traffic flow in Gothenburg and ShanghaiThunberg, Emil, Lindqvist Ivarsson, Joel January 2016 (has links)
The project team has, on behalf of Autoliv Development AB, analyzed transport flow and logistics in Gothenburg and Shanghai as well as its effects on the society and environment. The project team looked in-depth at different logistics operations, which served as basis for different scenario simulations. Key points of interest in the simulation were traffic safety (including congestion and noise exposure), efficiency, cost and the environmental effect. Due to confidentiality, the original text has been removed. The text above gives a brief overview of different parts of the project.
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State-of-the-art remote sensing geospatial technologies in support of transportation monitoring and managementPaska, Eva Petra, January 2009 (has links)
Thesis (Ph. D.)--Ohio State University, 2009. / Title from first page of PDF file. Includes bibliographical references (p. 213-222).
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The development of pedestrian flow modelWong, Chung-yin, Philip., 黃仲賢. January 2011 (has links)
This dissertation reported on the findings of the characteristics of the pedestrian
flows in Chinese New Year Eve Fair in Hong Kong and, the recommendations to its
crowd control measures. Since most of the pedestrian flow models were developed
for general purposes under normal condition, special models developed specifically
for major events such as bazaars, fairs and festivals in Hong Kong were required to
understand their pedestrian flow patterns. In this dissertation, pedestrian flows in the
Fair were videotaped and data was extracted for calibrating several pedestrian flow
models. These included the conventional models developed by Greenshields,
Greenberg, Pipes-Munjal, Underwood, Drake, Wong et al. and four modifications of
these models for simulating isotropic and bi-directional pedestrian flow scenarios.
The free flow speed of the pedestrians in the Chinese New Year Eve Fair was found
to be around 0.69-0.84 m/s, slower than those identified in other researches. Besides,
the results of these models showed the relationships between walking speed, density
and flow of the pedestrians in the Fair. Also, the effects of bi-directional flow to
pedestrian flows were assessed and quantified. These findings obtained from models
were then used as a basis for formulating crowd control strategy of major events in
Hong Kong. / published_or_final_version / Transport Policy and Planning / Master / Master of Arts in Transport Policy and Planning
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Observational studies of pedestrian flowsXie, Siqi., 谢思琪. January 2012 (has links)
Walking is an environmentally friendly mode of transportation. A better understanding of pedestrian activities and effective planning of walking facilities are particularly important for densely populated Asian cities like Hong Kong. Empirical studies on pedestrian flows can be classified as controlled experiments and observational surveys. Controlled experiments are flexible and can be designed to fulfill the requirements of specific studies and eliminate influence from unrelated factors. Observational surveys provide data for pedestrian movements in different types of walking facilities. This thesis aims to develop a mathematical model for multidirectional pedestrian flows based on knowledge obtained from both a controlled experiment and observational surveys on three different walking facilities. Bayesian inference is adopted for model calibration, as it can combine the prior information from the controlled experiment and the observed data from the observational surveys.
The proposed model is based on Drake’s (1967) model of traffic flow. However, multidirectional pedestrian flows are much more complicated than the unidirectional and bidirectional flows. Therefore, instead of relating the speed of a pedestrian stream solely to pedestrian density, the flow ratio and intersecting angles between streams are introduced as factors that may influence stream speed. The proposed model takes the form of a set of structural equations rather than a single deterministic function.
By applying Bayesian inference, the proposed model is calibrated with the three sets of observed data respectively, based on the prior distribution specified by the controlled experiment results. Finally, pedestrian movements in three different walking facilities are analyzed based on the properties of the calibrated model. / published_or_final_version / Civil Engineering / Master / Master of Philosophy
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A study of traffic signal clearance intervalHiggins, John Scott January 1978 (has links)
No description available.
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