Fig 1.
LWR-Integrated Model (LWR-IM).
Fig 1 was previously published in [1] (corrected in [34]) and is subject to the license that applies to the original article. See the accompanying Expression of Concern for more information.
Fig 2.
Scenario 1.
Fig 3.
Scenario 2.
Fig 4.
Real-world fixed-time traffic systems in Shah Alam, Malaysia, on Open Street Map [32].
This image was replaced when the accompanying Expression of Concern notice was published; see the notice for more information.
Table 1.
Green time period for Intersection I and II.
Fig 5.
VCPN model of Persiaran Kuala Selangor.
Adapted from models previously developed by Tolba et al. (see Figure 6 of [23] and Figure 9 of [24]).
Fig 6.
Speed versus distance plot.
Table 2.
Traffic parameters of VCPN (Persiaran Kuala Selangor).
Table 3.
Traffic volumes per lane for VCPN.
Fig 7.
Fixed-time traffic systems at Jalan Langat on Open Street Map [33].
This image was replaced when the accompanying Expression of Concern notice was published; see the notice for more information.
Table 4.
Characteristics of Intersections.
Table 5.
Traffic parameters of VCPN (Jalan Langat).
Table 6.
Traffic input volume per lane for Jalan Langat.
Fig 8.
Arrival profile of platoon A.
Fig 9.
Arrival profile of platoon B.
Fig 10.
Arrival and departure profile at Intersection II.
Table 7.
Simulated and real queues of Persiaran Kuala Selangor.
Table 8.
Simulated and real queues of Jalan Langat.
Table 9.
p-value and mean absolute error (MAE).