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The main difference between Model-1 and Model-2 lies in the prediction of inflow and outflow traffic amount.
Moreover, there is a fundamental difference between our method and most of the other tracking techniques, in that our goals is to mainly link websites through inflow and outflow traffic from and to other websites, respectively.
The temporal correlation between the predicted traffic amount and the current traffic amount on link i is represented by Equation 2. The spatial correlations between the predicted traffic amount on link i and each of the current traffic amount on neighboring links, captured by the predicted inflow and outflow traffic amount, are represented by Equations 3 and 4, respectively.
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The maximum outflow and inflow are determined by the real-time traffic situation on the concerned link, which may vary significantly at different time intervals.
Using basic traffic flow and route choice models we investigate how outflow and speed limit control can affect the final equilibrium turning fractions.
The bi-modal MFD relates the accumulation of cars and buses and the outflow (or circulating flow) in homogeneous (both in the spatial distribution of congestion and the spatial mode mixture) bi-modal traffic networks.
The outflow has continued into 2012.
But despite this enormous outflow, controversies continue.
The net outflow was unprecedented, Thomson said.
Expect traffic.
Traffic outside.
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