Any proposed traffic management action is essentially a forecast that the action will result in certain traffic conditions, but uncertainty concerning the amount and distribution of traffic demand will introduce random error between what is expected and what actually occurs. This report treats the problem of forecasting whether or not a given set of freeway on-ramp volumes are likely to cause over-capacity demand at some point in the freeway mainline. The main source of uncertainty in these forecasts concerns the freeway's origin-destination matrix, and four different methods for estimating this matrix from loop detector data are evaluated using Monte Carlo simulation. Only the method which explicitly modeled freeway traffic flow pro...
In transportation planning, one of the first steps is to estimate the travel demand. The final produ...
[[abstract]]The purpose of this research was to develop a dynamic model for the on-line estimation a...
Dynamic Network Loading (DNL) models and Dynamic Traffic Assignment (DTA)models are an important too...
Travel demand can be elegantly represented using an Origin-Destination (OD) matrix. The link counts ...
It has been recommended that Advanced Traffic Management Systems (ATMS) must work in real-time, must...
Many current traffic management schemes are tested and implemented using traffic simulation. An Orig...
987764585336592005Final reportPDFTech ReportCTS 04-11Travel demandFlowRampsTrafficEstimatingFreeways...
The purpose of this research is to develop a dynamic model for on-line estimation and prediction of ...
An integrated freeway traffic management system requires a dynamic traffic control model that operat...
This report examined several methods for estimating Origin- Destination (OD) matrices for freeways u...
Most studies of network operational improvements require the knowledge of origin-destination traffic...
The purpose of this study is to develop an effective model and algorithm for estimating dynamic Orig...
A spectrum of traffic engineering and modern transportation planning problems requires the knowledge...
As distributed parameter systems, dynamics of freeway traffic are dominated by the current traffic p...
In transportation planning, one of the first steps is to estimate the travel demand. A product of th...
In transportation planning, one of the first steps is to estimate the travel demand. The final produ...
[[abstract]]The purpose of this research was to develop a dynamic model for the on-line estimation a...
Dynamic Network Loading (DNL) models and Dynamic Traffic Assignment (DTA)models are an important too...
Travel demand can be elegantly represented using an Origin-Destination (OD) matrix. The link counts ...
It has been recommended that Advanced Traffic Management Systems (ATMS) must work in real-time, must...
Many current traffic management schemes are tested and implemented using traffic simulation. An Orig...
987764585336592005Final reportPDFTech ReportCTS 04-11Travel demandFlowRampsTrafficEstimatingFreeways...
The purpose of this research is to develop a dynamic model for on-line estimation and prediction of ...
An integrated freeway traffic management system requires a dynamic traffic control model that operat...
This report examined several methods for estimating Origin- Destination (OD) matrices for freeways u...
Most studies of network operational improvements require the knowledge of origin-destination traffic...
The purpose of this study is to develop an effective model and algorithm for estimating dynamic Orig...
A spectrum of traffic engineering and modern transportation planning problems requires the knowledge...
As distributed parameter systems, dynamics of freeway traffic are dominated by the current traffic p...
In transportation planning, one of the first steps is to estimate the travel demand. A product of th...
In transportation planning, one of the first steps is to estimate the travel demand. The final produ...
[[abstract]]The purpose of this research was to develop a dynamic model for the on-line estimation a...
Dynamic Network Loading (DNL) models and Dynamic Traffic Assignment (DTA)models are an important too...