NTL Record

Title Vehicular Traffic Flow Theory and Tunnel Traffic Flow Measurements
Record ID 50348
Personal Name
Creator
Chin, G.; Jordan, L.; Kahn, D.; Morin, S.; Yoh, P.
Source 220p. in various pagings
Corporate Creator John A. Volpe National Transportation Systems Center (U.S.)
Publisher United States. Dept. of Transportation. Office of the Secretary
Publication Date 19710601
Language English
Abstract Vehicular traffic flow has been investigated theoretically and experimentally in order that peak hour collective traffic flow dynamics can be understood and that the peak hour flow through the Callahan Tunnel can be improved by means of traffic flow control and modification. Two theoretical models are suggested, the finite reaction time model and the asymmetrial response model, as predictive of observed traffic density dynamics, wave growth, and asymmetry. Experimentally,a traffic flow profile of capacities, vehicle speeds, and relationships between slowdown wave phenomena and traffic flow, determined. Base on these, it is suggested that traffic flowmay be improved with traffic flow modification procedures.
Rosap ID dot:11737
Rosap URL https://rosap.ntl.bts.gov/view/dot/11737
TRT Terms Traffic flow; Traffic models; Mathematical models; Measurement; Peak periods
General Subjects Traffic flow; Models; Mathematical models; Peak periods; Tunnels; Measurement
Classification AGR - INFRASTRUCTURE - Capacity;
NTL - HIGHWAY/ROAD TRANSPORTATION - HIGHWAY/ROAD TRANSPORTATION;
NTL - OPERATIONS AND TRAFFIC CONTROLS - Traffic Flow;
NTL - OPERATIONS AND TRAFFIC CONTROLS - OPERATIONS AND TRAFFIC CONTROLS
Geographical
Coverage
United States
Report Number DOT-TSC-OST-71-07; PB-204 798
Resource type Tech Report
URL https://ntlrepository.blob.core.windows.net/lib/50000/50300/50348/DOT-TSC-OST-71-7.pdf
Format PDF
Database NTL Digital Repository