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A continuum modeling approach to traffic equilibrium problemsHo, Hung-wai., 何鴻威. January 2005 (has links)
published_or_final_version / abstract / Civil Engineering / Doctoral / Doctor of Philosophy
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A self-learning short-term traffic forecasting system through dynamic hybrid approachZhu, Jiasong., 朱家松. January 2007 (has links)
published_or_final_version / abstract / Urban Planning and Environmental Management / Doctoral / Doctor of Philosophy
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Short-term traffic speed forecasting based on data recorded at irregular intervalsYe, Qing, 叶青 January 2011 (has links)
Efficient and comprehensive forecasting of information is of great importance
to traffic management. Three types of forecasting methods based on irregularly
spaced data—for situations when traffic detectors cannot be installed to generate
regularly spaced data on all roads—are studied in this thesis, namely, the single
segment forecasting method, multi-segment forecasting method and model-based
forecasting method.
The proposed models were tested using Global Positioning System (GPS) data
from 400 Hong Kong taxis collected within a 2-kilometer section on Princess
Margaret Road and Hong Chong Road, approaching the Cross Harbour Tunnel.
The speed limit for the road is 70 km/h. It has flyovers and ramps, with a small
number of merges and diverges. There is no signalized intersection along this road
section. A total of 14 weeks of data were collected, in which the first 12 weeks of
data were used to calibrate the models and the last two weeks of data were used for
validation.
The single-segment forecasting method for irregularly spaced data uses a
neural network to aggregate the predicted speeds from the naive method, simple
exponential smoothing method and Holt’s method, with explicit consideration of
acceleration information. The proposed method shows a great improvement in
accuracy compared with using the individual forecasting method separately. The
acceleration information, which is viewed as an indicator of the phase-transition
effect, is considered to be the main contribution to the improvement.
The multi-segment forecasting method aggregates not only the information
from the current forecasting segment, but also from adjacent segments. It adopts the
same sub-methods as the single-segment forecasting method. The forecasting
results from adjacent segments help to describe the phase-transition effect, so that
the forecasting results from the multi-segment forecasting method are more
accurate than those that are obtained from the single segment forecasting method.
For one-second forecasting length, the correlation coefficient between the forecasts
from the multi-segment forecasting method and observations is 0.9435, which
implies a good consistency between the forecasts and observations.
While the first two methods are based on pure data fitting techniques, the third
method is based on traffic models and is called the model-based forecasting
method. Although the accuracy of the one-second forecasting length of the
model-based method lies between those of the single-segment and multi-segment
forecasting methods, its accuracy outperforms the other two for longer forecasting
steps, which offers a higher potential for practical applications. / published_or_final_version / Civil Engineering / Master / Master of Philosophy
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An Application of Landscape Design to Student Academic SuccessRoy, Roger A. January 2006 (has links) (PDF)
No description available.
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Spatial-temporal dependency of traffic flow and its implications for short-term traffic forecastingYue, Yang, 樂陽 January 2006 (has links)
published_or_final_version / abstract / Urban Planning and Environmental Management / Doctoral / Doctor of Philosophy
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Urban road traffic patterns / by Rodney James VaughanVaughan, Rodney, 1945-1986., Australian Road Research Board January 1970 (has links)
At head of cover title: Australian Road Research Board / Bibliography: leaves 108-114 / xi, 114 leaves : ill ; 25 cm. / Title page, contents and abstract only. The complete thesis in print form is available from the University Library. / Thesis (Ph.D.)--University of Adelaide, 1971
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Modeling household interactions in daily activity generationSrinivasan, Sivaramakrishnan 28 August 2008 (has links)
Not available / text
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Modeling the relationships between microscopic and macroscopic travel activity on freeways : bridging the gap between current travel demand models and emerging mobile emission modelsRoberts, Craig Arnold 08 1900 (has links)
No description available.
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Transportation engineering assimilated livability planning using micro-simulation models for Southeast FloridaUnknown Date (has links)
Transportation engineering has taken upon a new role; to empower the alternative
modes of travel: walking, biking, and bus transit. In this new era, engineers are rethinking
a network designed predominately for the automobile. The ultimate goal of this research
is to create a process that can make a vehicle dominant corridor a desirable, livable
thoroughfare by livability design and context sensitive performance measures. Balancing
travel modes requires an account of vehicular traffic and the impact of reconfiguring
existing conditions. The analysis herein is conducted by field data collection,
transportation equations and microsimulation. Simulating traffic behavior will be the
means to apply livable alternatives comparable to existing Southeast Florida conditions.
The results herein have shown that micro-simulation can be utilized in transportation
planning to reveal good livability alternatives. / Includes bibliography. / Thesis (M.S.)--Florida Atlantic University, 2015 / FAU Electronic Theses and Dissertations Collection
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A multi-equation demand model for air transportation services.Seyoum, Teshome January 1978 (has links)
Thesis. 1978. M.S.--Massachusetts Institute of Technology. Dept. of Aeronautics and Astronautics. / MICROFICHE COPY AVAILABLE IN ARCHIVES AND AERONAUTICS. / Includes bibliographical references. / M.S.
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