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Unlike the "free traffic" regime, in which ramp metering can affect only the dynamics downstream of the ramp, in the "congested traffic" regime ramp metering can be used to suppress stop-and-go oscillations both downstream and upstream of the ramp though not both simultaneously.
Similar results were obtained from both approaches showing the investigated bridges will not experience fatigue failure under the current traffic regime.
Furthermore, we contrasted regression models with ordinary geostatistical methods, such as ordinary kriging (OK) as well as the hybrid method of covariate kriging (COK) and regression kriging (ROK) to predict if the spatial distribution of soil properties in the field scale was altered from the traffic regime.
Soil properties such as available nitrogen (AN), soil pH, soil total nitrogen (STN), soil organic carbon (SOC), bulk density, macro pore volume, soil quality S-Index, plant available water capacity (PAWC) and unsaturated hydraulic conductivity (Km) were analyzed and compared among different positions within the traffic regime across two annual cropland sites actively employing CTF.
Tonguz et al. [12] identify three very different regimes that a vehicular broadcast protocol needs to work on: (i) dense traffic regime, (ii) sparse traffic regime, and (iii) regular traffic regime.
To reflect the variation in traffic characteristics, each traffic regime is further sub-classified.
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The results obtained suggested introducing a supervisor framework that selects the most suitable prediction depending on the detected traffic regimes.
There is a need to identify how soil property variability and spatial modeling techniques are influenced by the inclusion of controlled traffic regimes at the field scale.
In this paper we formulate and solve these tasks as utility maximisation problems under different traffic regimes, for the first time in the mmWave context.
Moreover, the experiments validated the consistency of the green and yellow zones obtained in the simulation traffic flow and from the optimization model for a given optimally located MLC advance warning under various traffic regimes.
In this case, there is a discontinuity between the uncongested and congested traffic regimes.
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