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toruseo authored Mar 19, 2024
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Expand Up @@ -195,10 +195,6 @@ The right is with DRL control scenario, where traffic signal can be changed by o
## Future Plans

- multi-lane link
- Note: The current model assumes that all links are 1 lane, and the reaction time of all drivers are the same. This means that all links have more or less the same capacity. It is not possible to model multi-lane links that have 2 or 3 times the capacity of 1-lane links. This is a theoretical limitation.
- Workarounds for the current model:
- Create multiple links between same node pair; each link corresponds to each lane between the nodes. This is a reasonable solution. However, the analysis becomes tedious.
- Reduce `capacity_out` parameter of `Link`. In this way, we can place a bottleneck to the end of a link, so that capacities of links can vary significantly. However, it only reduce the capacity. Also, the jam propagation speed becomes too fast or slow.
- day-to-day dynamics
- taxi and shared mobility (i.e., vehicles travel through a network by passing through specific nodes that are dynamically updated)
- network import from OSMnx
Expand All @@ -215,6 +211,16 @@ When publishing works based on from UXsim, please cite:
- Toru Seo. Macroscopic Traffic Flow Simulation: Fundamental Mathematical Theory and Python Implementation. Corona Publishing Co., Ltd., 2023.
- Toru Seo. UXsim: An open source macroscopic and mesoscopic traffic simulator in Python-a technical overview. arXiv preprint arXiv: 2309.17114, 2023

## Contributing and Discussion

Contribution is welcome!
For minor changes including bug fixes, please submit a pull request.
If you want a major change, please start a discussion at [Issues](https://github.com/toruseo/UXsim/issues) page first.

If you have any questions or suggestions, please start a discussion at [Issues](https://github.com/toruseo/UXsim/issues) page (in English or Japanese).

I (Toru Seo) work on this project in my spare time. Please understand that my response may be delayed.

## Acknowledgments

UXsim is based on various works in traffic flow theory. We would like to acknowledge the contributions of the research community in advancing this field.
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