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Parameters |
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| Number of vehicles queuing at the DI at the end of the first green signal |
| Number of vehicles queuing at the DI at the end of the second green signal |
| Jam density per lane |
| Total length of the link |
| Distance between the delivery area and the upstream intersection |
| Distance between the delivery area and the downstream intersection |
N | Maximum number of vehicles that can be discharged during a cycle |
| Maximum number of vehicles that can be discharged at the intersection during a cycle by the lanes that are not blocked |
, | Maximum number of vehicles that could be accommodated in the distance of in the lane with the delivery area |
S | Saturation flow rate per lane |
| Length of the signal cycle |
| Minimum distance value of that guarantees that no traffic spillover is caused to other links |
| Minimum distance value of that guarantees that no traffic spillover is caused to other links |
| Length of the green signal |
| Green time for the UI and the DI |
| Number of lanes per direction |
| Traffic flow arriving from upstream |
| Maximum traffic demand volume with which DDPS are possible |
| Distance needed for each delivery space |
| Factor that represents the merge effect of the vehicles on the shoulder lane to the immediate next lane |
| Transformation of the parameter to simplify the notation |
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Acronyms |
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ACTS | Adaptive Traffic Control System |
DDPS | Dynamic Delivery Parking Spots |
DI | Downstream intersection |
FD | Fundamental Diagram |
ITS | Information and Technology Systems |
UI | Upstream intersection |
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Scenarios |
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S0 | Illegal parking with random arrival and location |
S1 | DDPS |
S2 | DDPS with prebooking system |
V1 | DDPS |
V2 | One lane blocked |
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