Figure 2 - Typical Daily Flow Profile at Site 4762A
Figure 2 - Typical Daily Flow Profile at Site 4762AExcel | CSV | Table Version
Legacy Publication
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1011
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Using Nonparametric Tests To Evaluate Traffic Forecasting Performance
Using Nonparametric Tests To Evaluate Traffic Forecasting PerformanceSTEPHEN D. CLARK* Morley Town Council
SUSAN M. GRANT-MULLER HAIBO CHEN University of Leeds
ABSTRACTThis paper proposes the use of a number of nonparametric comparison methods for evaluating traffic...
Figure 1 - Location of Test Sites on the London Orbital Motorway (M25), England
Figure 1 - Location of Test Sites on the London Orbital Motorway (M25), EnglandFigure 2 - Typical Daily Flow Profile at Site 4762A
Figure 2 - Typical Daily Flow Profile at Site 4762AExcel | CSV | Graphic Version
Time Mean flow (vehicles/hour) 6:00 1988 6:15 1984 6:30 1796 6:45 2792 7:00 3648 7:15 5384...Journal of Transportation and Statistics
Journal of Transportation and Statistics Guidelines for Manuscript SubmissionSend all submission materials to
Marsha Fenn, Managing Editor Journal of Transportation and Statistics Bureau of Transportation Statistics US Department of...
Back Cover
Back Cover ContentsJerome Sacks, Nagui Rouphail, Byungkyu (Brian) Park + Piyushimita (Vonu) Thakuriah with discussions by Rilett and Spiegelman; and Max Morris Statistically-Based Validation of Computer Simulation Models in Traffic Operations and Management
David...
Contributors
ContributorsJohn V. Wells, Acting Editor-in-Chief Susan Lapham, Associate Editor Peg Young, Associate Editor Marsha Fenn, Managing Editor Dorinda Edmondson, Desktop Publisher Chip Moore, Editor Martha Courtney, Editor Darcy Herman, Editor Lorisa Smith, Desktop Publisher
...Editorial Board
Editorial BoardKenneth Button, George Mason University Timothy Coburn, Abilene Christian University Antonio Esteve, U.S. Department of Transportation Stephen Fienberg, Carnegie Mellon University Genevieve Giuliano, University of Southern California Jose Gomez-Ibanez, Harvard University...
Table 3 - Estimation of Rounding Model for Arrival Times
Table 3 - Estimation of Rounding Model for Arrival TimesExcel | CSV
Coefficient Maximum likelihood estimate Standard error a5 0.900 0.00201 b5 -0.1400 0.00127 a15 0....Figure 2 - Distribution of Arrival Times
Figure 2 - Distribution of Arrival TimesExcel | CSV | Table Version