Modelling speed-density relationship in traffic streams

被引:0
|
作者
School of Civil Engineering, Iran University of Science and Technology , Tehran, Iran [1 ]
不详 [2 ]
不详 [3 ]
不详 [4 ]
不详 [5 ]
机构
来源
Proc. Inst. Civ. Eng. Transp. | / 5卷 / 384-395期
关键词
Highway engineering;
D O I
10.1680/jtran.13.00064
中图分类号
O212 [数理统计];
学科分类号
摘要
This study set out to estimate the mean speed of passenger cars based on traffic density in two traffic conditions in Tehran, Iran: a homogeneous flow regime in urban highways and a heterogeneous flow regime in suburban highways. Three established models - Greenshields, Greenberg and Underwood - were initially used. However, for higher model compatibility and better mean speed prediction, two new models were proposed. Step-wise regression was used as the statistical analysis for all models and model evaluation was made through multi-collinearity checks, Durbin-Watson tests and coefficients of determination. Results showed poor compatibility of the three established models in a heterogeneous stream and partial compatibility in a homogeneous stream. Using developments of the established models in heterogeneous flow and a new dual-regime model in homogeneous flow, the mean speed could be predicted with higher accuracy and better compatibility © 2015, Thomas Telford Services Ltd. All rights reserved.
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