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| Parameters |
|
| 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 |
|
| Acronyms |
|
| ACTS | Adaptive Traffic Control System |
| DDPS | Dynamic Delivery Parking Spots |
| DI | Downstream intersection |
| FD | Fundamental Diagram |
| ITS | Information and Technology Systems |
| UI | Upstream intersection |
|
| Scenarios |
|
| 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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