There are generally two approaches to derive traffic stream characteristic s (i.e. flow, space mean speed, and density): indirect approach which derives traffic stream characteristics by estimation from correlated variable(s) and direct approach which determines traffic stream characteristics by definition from field observations. A method of the former approach inevitably involves estimation error while a method of the latter provides “the ground truth”. This paper examines and contrasts three direct methods, namely the HCM method, the x-t method, and the n-t method. The HCM method determines traffic stream characteristics based on their definition adopted by Highway Capacity Manual (HCM). The x-t method determines traffic stream character...
Traditional traffic engineering methodology is usually concentrated on one specific hourly traffic d...
The macroscopic fundamental diagram (MFD) relates space–mean density and flow. Because the MFD repre...
2011PDFTech ReportUMAR22-15Stochastic processesTraffic flowTraffic modelsHighway capacityMathematica...
Traffic state information is crucial for different applications, e.g., in design and operation of ro...
AbstractSpeed-density relations play a major role in dynamic macroscopic modeling. These relations a...
Free flow speed (FFS) is the drivers’ desired speed on roadways at low traffic volume and with the a...
A method of monitoring traffic flow comprises reading registration plates of the vehicles of a multi...
Several functions are available to fit flow-density data of traffic flow. These include the two-reg...
US Transportation Collection2021PDFTech ReportAljamal, Mohammad AAbdelghaffar, Hossam M.Rakha, Hesha...
Literatures revealed that there are no accurate models that describe the relationship between traffi...
Early macroscopic traffic flow models were based on observations of volume, speed, and density. The ...
Capacity can be derived by fitting a relationship between the three fundamental traffic variables: f...
The research leading to these results has received funding from the European Research Council under ...
AbstractTraffic parameters used in the prediction models, which is traditionally based on assumption...
In one of the very first papers on traffic flow theory back in 1952, Wardrop presented the differenc...
Traditional traffic engineering methodology is usually concentrated on one specific hourly traffic d...
The macroscopic fundamental diagram (MFD) relates space–mean density and flow. Because the MFD repre...
2011PDFTech ReportUMAR22-15Stochastic processesTraffic flowTraffic modelsHighway capacityMathematica...
Traffic state information is crucial for different applications, e.g., in design and operation of ro...
AbstractSpeed-density relations play a major role in dynamic macroscopic modeling. These relations a...
Free flow speed (FFS) is the drivers’ desired speed on roadways at low traffic volume and with the a...
A method of monitoring traffic flow comprises reading registration plates of the vehicles of a multi...
Several functions are available to fit flow-density data of traffic flow. These include the two-reg...
US Transportation Collection2021PDFTech ReportAljamal, Mohammad AAbdelghaffar, Hossam M.Rakha, Hesha...
Literatures revealed that there are no accurate models that describe the relationship between traffi...
Early macroscopic traffic flow models were based on observations of volume, speed, and density. The ...
Capacity can be derived by fitting a relationship between the three fundamental traffic variables: f...
The research leading to these results has received funding from the European Research Council under ...
AbstractTraffic parameters used in the prediction models, which is traditionally based on assumption...
In one of the very first papers on traffic flow theory back in 1952, Wardrop presented the differenc...
Traditional traffic engineering methodology is usually concentrated on one specific hourly traffic d...
The macroscopic fundamental diagram (MFD) relates space–mean density and flow. Because the MFD repre...
2011PDFTech ReportUMAR22-15Stochastic processesTraffic flowTraffic modelsHighway capacityMathematica...