TRB Pubsindex
Text Size:

Title:

VARIABILITY OF SPEED-FLOW RELATIONSHIPS ON GERMAN AUTOBAHNS

Accession Number:

00732388

Record Type:

Component

Availability:

Find a library where document is available


Order URL: http://worldcat.org/isbn/0309059526

Abstract:

On German autobahns the average speed is strongly dependent on traffic volume. In addition to traffic volume, there is a comprehensive set of parameters that also cause a time dependency of speeds on autobahns. Speed-flow relationships play a key role in the determination of the type of highway for a given design flow and a given desired traffic flow quality. The question, however, is whether the speed-flow relationships from the guidelines are reliable over longer periods and to what extent the short-term speed variations are larger than the flow dependencies. Therefore, the objective of this research project was to determine typical fluctuations of average speeds on autobahns that are not the result of different volumes. Moreover, the consequences of differing speed-flow relationships on the maximum flow (i.e., capacity) should be pointed out. Studies of influences on the speed-flow relationships for German autobahns are presented. In addition to the fundamental influencing factors such as traffic volume and traffic mix, time dependency is also considered. As a data base, the results from 15 sites equipped with automatic traffic counting machines were used, each over a period of 3 years. This study was based both on conventional analysis, that is, separating different sets of data from the whole sample and on analysis of variance methods. The investigations show that two types of time-dependent influences exist. At first, there are changing environmental factors such as daylight or darkness or weather conditions. Darkness causes an average reduction of velocities by about 5 km/hr and wet roadway conditions reduce velocities by about 10 km/hr. Consequently, a reduction in capacity must be expected. The second type of time dependency is induced by varying driver behavior and traffic mix. Here seasonal variations can be found over the year and also over the days of the week. During predominantly leisure traffic, such as on Sundays or during the summer vacation season, lower average speeds can be detected.

Supplemental Notes:

This paper appears in Transportation Research Record No. 1555, Highway Capacity Analysis for Interrupted and Uninterrupted Flow Facilities.

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Brilon, W
Ponzlet, M

Pagination:

p. 91-98

Publication Date:

1996

Serial:

Transportation Research Record

Issue Number: 1555
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

0309059526

Features:

Figures (10) ; References (10) ; Tables (4)

Geographic Terms:

Old TRIS Terms:

Subject Areas:

Environment; Highways; Operations and Traffic Management; I71: Traffic Theory

Files:

TRIS, TRB

Created Date:

Feb 13 1997 12:00AM

More Articles from this Serial Issue: