PRE2018 3 Group14

Group Members

Name	Study	Student ID
Joost de Boer	Software Science	1016745
Yanic Dobler	Software Science	1007100
Leon Kersten	Software Science	1006966
Pietro Maschera	Psychology and Technology	1220953
Koen Vlaswinkel	Software Science	1016271

Problem statement

Traffic management and prediction is a major concern and industry all over the world. City planers are always on the lookout for new methods, algorithms and procedures to guide the ever-growing car masses through the narrow streets of urban areas. These engineers focus mostly on developing means of controlling traffic light switching and while it is an important area to optimize, it has one looming downfall: It can only dictate the paste and rythm at which traffic flows through a specific intersection and not how traffic is split among possible intersections. Therefore to fully maximize the efficiency of the traffic network, an expert system which gives advice to city planners and administrators is needed. This software will find how the flow of the traffic can be optimized and it will give potential solutions as advice.

Objectives

• To evaluate the current state of the art on traffic advice.
• To evaluate the current state of the art of traffic light control based on actuators.
• To interpret real-life traffic data provided in real time to feed the simulation (below).
• To develop an algorithm to solve the aforementioned problem.
• To develop a traffic simulation showing the effects with and without the provided soltuion on heavy traffic in urban areas.

USE Aspects

Target users

Our project aims to provide motorized traffic advice to whoever is in control of the road network, hence the direct target user will be the city administrators or government, depending on the governmental structure of the country.

Users

The direct users of this product would be the ones who control the road network (i.e municipality or government) because they are the only ones who interact with the product. This is because the municipalities and the government are the ones who have a choice to listen to the expert system or ignore the advice given. However, road users such as car drivers will be an indirect user of this product too as any choice implemented by the road network controllers will affect the ones who use the road.

Society

Society could benefit from any modifications that is implemented to the road network based on the advice given by the expert system. This is because any optimization in the road network for vehicles, leads to less congested roads and hence a lower amount of total travel time. Therefore, most individuals will have more time for other activities and also save money with gas. From a broader point of view, less total travel time also means that pollution from cars will be reduced, meaning less damage towards the environment which is a good social impact as a whole. However, road networks might become more car-centric as the expert system only tries to optimize the traffic for cars. This may lead to negative consequences for other road users such as bikers and pedestrians, which might have to deal with issues such as but not limited to: crossing broader intersections, waiting longer at traffic lights and cars going faster on roads.

Enterprise

Enterprises could be hired by governmental departments to control the road network, while the government still owns the roads itself. Then these companies would be the users of this expert system. Also in cases for smaller private road networks, this software could be used.

Trade-Offs

The expert system gives advice to the government purely to optimize the congestion of a road network. Naturally, following these advices blindly may result into negative consequence to other stakeholders. Firstly, reducing traffic light duration will be useful for cars who are able to accelerate quickly and thus leave an intersection before the light turns red again. However, for pedestrian roads running parallel to this road, the lights might turn from green to red faster than a person can cross the road. This is especially problematic for societal groups such as the elderly or physically disabled who are not able to move as fast as other pedestrians.

Another advice the expert system may give is to increase the speed limit for certain roads to reduce congestion. This is beneficial for car users as they can now quicker move from point a to b. However, following this advice blindly might have greater negative influences on people walking and living around those roads. Car with biker or car with pedestrian accidents are more likelier to be deadly as the car collides with a greater force. Furthermore, cars which move at a greater speed creates more noise. Therefore, the people living around the roads will have to suffer from greater noise pollution. This is especially problematic for people living in towns as in Netherlands, one of the potential reasons of people choosing to live in towns is because these people value rest and quietness more as opposed to people who live cities.

Finally, the expert system may advice to set a toll charge or increase toll charges to improve the congestion of that road. This measure is beneficial for ones who do not use cars as this measure contains the negative impacts only to those who are using the road directly. Furthermore, this measure will also be beneficial for vehicle users who value their time saved more than the toll charge payed, as now the driver will have to wait less in traffic. However, for vehicle users who value the amount of toll charge more than the time saved, this measure will not be appreciated.

Approach

Our approach will be based on mathematical and logical models with whom we aim to derive the best possible advice to improve road congestion. To do so we begin by understanding current models for traffic behavior and prediction. We then use this knowledge to formulate new models which fulfill our purpose. Using these models and real life traffic data a simulation is created, showing traffic with and without the created algorithm. The simulation will "probably" be made using openGL and java.

Planning

In short, we want to do a research on the topic of flow control in traffic situations and improve the flow by analyzing data and creating a software model. The research will be detailed further on the wiki.

There are two things that keep occuring each week, one before each meeting, and one at the end of the week. What is done at the start of each meeting is discussing work done that has been divided last meeting. What is done at the end of the week is a short evaluation meeting with the tutor to compare progress and discuss issues that might have come up. This will start in week 2, as week 1 is the introductory week, with no assigned meeting.

• Week 1:
  • Brainstorm on the project idea and pick one idea.
  • Elaborate on it by finding sources(indiviually, at least 5 per person).
  • Divide the work for the first meeting and work on this individually. Make sure all of the points of the slides have been covered before the first meeting with the tutor.
• Week 2:
  • Start researching with the found papers, looking for how flow control works currently and finding ways to help improve it.
  • Look for databases of traffic data (in the Netherlands, or outside of it), which might be used in later research/in the software model.
  • Search for algorithms or discuss and make one on our own.
• Week 3:
  • Start work on a software model based on an algorithm found/created in week 2. Collectively implement a start for the algorithm using data.
  • Keep on researching for databases to use and finalize on a choice for database to use in the software model.
  • Write about the research that has been done in week 2.
• Week 4:
  • Implement details of the software model and fix possible bugs. Discuss ideas that might improve the model, and implement the data reading such that we can get results on our improvement.
  • Continue working on writing about the research done, and report on the software model on the wiki.
  • Research for new studies/algorithms should not be needed after this point, as the software should be largely done.
• Week 5:
  • Finalize the software model and process data from the database. If needed, fix bugs in the software model.
  • Compare the data from the results and think of conclusions linked to the outcomes.
  • Collectively look for reasons why the data behaves like how it is found.
  • If there is time for it, start working on the questionnaire for the USE aspect.
• Week 6:
  • Continue processing of the data and results of using the software model. The software model should be done at this point, because otherwise data will not be reliable for later.
  • Find interesting results, and compare them to real life data. Couple the found results to USE: is it helpful in improving daily life? Done in the form of a questionnaire perhaps.
  • Start with picking interesting topics to discuss about our results for the presentation in week 8.
• Week 7:
  • Finalize a presentation about the work that has been done on the project.
  • Finish conclusions on the results, and update the wiki accordingly. If it did not turn out to improve flow, explain why. Similarly, if it did improve flow, show how this was done.
• Week 8:
  • Give the presentation for the tutors.
  • Update the wiki with last information on the project.

Who does what

The general planning per person:

• Koen: Software model.
• Yanic: Database Analysis.
• Pietro: Research of the USE aspect.
• Leon: Theoretical Analysis of Algorithms.
• Joost: Data Analysis and Research of the Flow problem.

This planning will be updated weekly to include what everyone will have to do for the following week.

As of 11/2/2019, week 2:

• researching papers: Yanic, Pietro
• looking for databases: Koen
• searching for algorithms: Joost, Leon

Milestones

• Evaluation of both main topics completed
• Complete report on opportunities and threats of their co-operation.
• Interpret real life traffic data to feed the simulation
• Develop functioning algorithm for the problem.
• Having a simulation prototype making use of real life traffic data.
• Combining everything together to create a working simulation showing the positive effects of the algorithm on urban traffic.

Deliverables

• Research and literature study
• A flow control algorithm
• A model for simulating and testing our algorithm
• A functional simulation
• An analysis of the feasibility
• This wiki page on all our findings and processes

SotA

Previous Groups

Subject and relevancy	Summary	Group
Vehicle intersection control This could be interesting to see what final algorithm they have introduced to solve the problem. They only work on autonomous cars, even if a part of the algorithm is dedicated to traffic lights in order to have the best solution in an environment of both normal and autonomous cars. Moreover their project was mainly for research sake - no actual simulation.	The idea is to design an algorithm that will use the benefits of autonomous cars on intersections with mixed traffic.	PRE2016 1 Groep2
Traffic light solution They have had kind of a similar idea to ours. They picked the ring of Eindhoven as a model and they used Netlogo as the software of simulation. They only focus on lights and green waves - no closing streets.	One of the methods to improve traffic flow is through the use of green waving. Here cars can continuously get a serie of green lights when they drive at an appropriate speed. For this project it was decided to try to implement green waving in a ring system. This was modelled through the use of the program Netlogo, where eventually a ring of twelve crossings was achieved.	PRE2016 3 Groep11
Pedestrian crossing This can be interesting for a research point of view and the method the used, even if it involves only autonomous cars and pedestrians. They conducted interviews, questionnaires and asked to specialists to gather information. They looked also at experiments made from the big companies (Tesla and Volvo).	The problems pedestrians face when crossing streets where autonomous vehicles drive and the other way around. Then we will look at numerous stakeholders and possible solutions. After that, questionnaires/interviews will be held with stakeholders to determine the needs of a system that offers a solution to the defined problem. After this, a design for our solution will be made and a prototype will show some of the working principles that need to be proven in order to give credibility to the final design.	PRE2017 3 Groep16
Self-learning navigation software This can be cool for the study of traffic jams that they made and the actual navigation system that could be something collateral to our project.	Every day in the Netherlands people commute to work with their cars, and every day the same thing happens, traffic jams causing a lot of pollution and waiting time. Most of the time people are traveling a lot longer than necessary to reach their goal. This gave us the idea to create a system that will reroute this traffic through secondary roads to minimize the overall waiting time or maybe even prevent traffic jams. By doing a lot of user research we hope to create a user friendly system that will help the user and society with this problem.	PRE2016 3 Groep13

Traffic light SotA evaluation

The current industry standard on traffic light control varies a lot within areas, cities and countries. Most use a fixed, cyclic schedule which was determined by some software or a human engineer. Other, more sophisticated crossroads might employ a dynamic system which uses factors such as day of time, holidays and other trends to control the traffic light, but in essence it is still a system that repeats, at least partly. Current SotA research develops into two major directions:

• The development of traffic light control systems using sensors to determine traffic load on the relevant lanes. Based on the actuator data, the system would leave open busy lanes for a longer time to increase traffic flow and reduce congestion.
• The development of prediction systems using big data and artificial intelligence which aim at predicting, with a high accuracy, the traffic behavior of the future. Using these predictions the traffic lights would then adjust its cycle to maximize traffic flow and reduce congestion.

The first direction runs into a widespread issue of robotics, any type of sensor is vulnerable to noise and can occasionally provide false information. Distorted information would lead these systems to break and/or misbehave. Consequences could be at worst fatal. The second direction is more predictable and less error prone, but it remains to be seen whether traffic can truly be predicted with a high enough accuracy for the process of developing such an AI to be worth the resource investment necessary. Also any unforeseen change in traffic due to outside circumstances will render the prediction model useless.

There is one more type of approach which was found to be very interesting and potentially a great co-system for what we are developing. The idea is that each car, given a starting point and a destination, receives a virtual "budged" to perform its journey. Traffic lights all have spots in their lanes which incoming cars can "purchase" using previously mentioned virtual budged. A car can only enter the lane of a traffic light if it has purchased a spot for itself. Upon passing the traffic light, the spot can be sold again by the traffic light to another vehicle. The vehicles on-board software would constantly engage with the environment (traffic lights, toll gates etc.) in a virtual market place, trying to find the cheapest spots which allow for the quickest route. This system in particular is only believed to be implementable if self driving cars make up the majority of traffic, however the idea of being able to assign numerical values to routes based on demand is a valuable corner stone for our own algorithm, as it provides another numerical fix point which is determined by the system of traffic vehicles and not on a potentially falsified.

State of the Art Traffic Congestion

Most researchers agree that the most effective way to fix congestion in cities is implementing tolled roads. These tolled roads should be priced based on marginal cost (including marginal social cost to account for externalities). Vehicles that carry high number of passengers such as buses should have a reduced price or be exempted from the charging system, as these vehicles should be encouraged. This is because, if more people use those type of vehicles, less vehicles overall are needed, and hence these vehicles help reducing congestion. An example of a country which already implements this system quite effectively is Singapore where automatic charging gates charge cars automatically the moment it drives onto a tolled road.

To fix traffic congestion however, good traffic congestion detection is needed. At the status quo this is done by tracking a set of cars (usually taxis) with GPS systems, and then checking the positions of those cars occasionally. Shared Nearest Neighbor Algorithm is often used to find congestion after those GPS systems are implemented. observation.

Other relevant State of the Art papers

Tettamanti et al. discuss a method of responding to real-time traffic using a signal split algorithm taking uncertainty into account. They try to minimize the queue length while doing so.

Ge et al. look at how a traffic jam stabilizes and does both an analytical and simulation study. They derive that a three-car lookahead is enough for cooperative driving.

Konishi et al. use a single-lane model and a lead car and following vehicles to observe traffic jam formation. When the speed of the lead car is varied, there are varying degrees of traffic jams. They derive a condition under which no traffic jam is formed.

Davis adds reaction time (delay) to an already existing model to observe how driver delay impact the flow of traffic. In his modified model, traffic jams are caused primarily by driver reaction time.

Koukoumidis et al. show how mobile phones can be used to reduce delays caused by traffic lights. Users receive the schedule of traffic lights ahead on their mobile phone and can adjust their speed so as to avoid coming to a complete halt. They evaluate SignalGuru, a service that collects and predicts the traffic signal schedule.

Mellodge et al. discusses the details of a path following lateral controller implemented on a prototype car by using a kinematic model for a wheeled robot. The complete architecture of this is discussed and how it has been simulated.

Ge proposes a new car-following model where the optimal speed is determined based on the velocity of the two cars in front of it. They also discuss the steady and error states and how they occur, including a state in which no traffic jam occurs. Moreover, a control scheme under which no traffic jam occurs is discussed.

SUMO is an open source traffic simulation package including supporting tools. Krajzewicz et al. discusses the current state of the package as well as its major application and future developments. The current version is available as well. [1] Traffic Control Test Bed is an open-source piece of software built on SUMO that allows traffic control systems to be evaluated and benchmarked against each other.

MITSIM is another piece of software that was developed for modeling traffic networks, just like SUMO. It includes advanced traffic control, route guidance and surveillance systems. It simulates invididual vehicle movements. The current version is available as well. [2]

Another open-source software developed for traffic networks is YatSim. This software focuses on testing consensus-based control strategies in urban road networks. By using a consensus-based control strategy, the traffic system requires agreement to guarantee several factors.

A test bed for multi-agent control systems is presented by Van Katwijk et al. The test bed was created to aid research and two examples are discussed.

Machine-to-machine communications can be used for road traffic management as well, as discussed by Foschini et al. Their design is built on top of existing production systems, unlike other proposals at the time. A year later, another paper on this was published by Fernandes et al. They discuss mitigations for communication delays inherently present and simulations of intraplatoon information management strategies. They find that the effects of communication delays may be cancelled out by better communication.

Van Arem et al. discuss the impact of cooperative adaptive cruise control on traffic flow. Cooperative adaptive cruise control is an extension of adaptive cruise control which also communicates with the predecessor by wireless communication. This allows a shorter following distance and a simulation executed by the authors show an improvement of the stability of the traffic flow and a slight increase in the traffic-flow efficiency.

Papageorgiou et al. show how a reduced throughput can be achieved and a number of countering methods. They discuss these methods in three context: urban road networks, freeway networks and route guidance.

Database analysis

Ever since we decided for our project and the simulation that comes with it, we were looking for traffic data sources which would allow us to supply our simulation with real life data. No member of our group had special connections to traffic data sources so our best chance was Google and the local municipality. The latter was not particularly helpful, so after some extensive google searches we found NDW. The NDW provides real-time, as well as historical traffic information. [3] [4] [5] The traffic data came in the DATEX II format, the European standard for traffic information. [6]

Raw data in the DATEX II format

After studying and understanding the essentials of the DATEX II scheme, it was possible to filter the data for the region around Eindhoven, the results were not what we expected. OpenStreetMap provides map data that we can use for visualization. [7] [8] [9] [10] Using this tool, a map of Eindhoven and all locations where traffic information is being collected was created.

Measurement site locations in Eindhoven

While the data was very detailed and updated every minute, it did not cover non-highways and was therefore not very useful for our project which aims at optimizing traffic flow within urban areas with tight roads, traffic lights and intersections. The alternative was obviously to generate the traffic data using educated guesses and random number generators, but we felt that would not show our product was doing any optimization since a real traffic situation is much more structured and complex than what a random number generator gives. The idea of manually collecting traffic information came up briefly, but was dropped due to how inefficient such an approach would be.

Trying to find a new way of gaining realistic traffic data, we realized that some cities had more collection points than others, Rotterdam was by far the city with the highest density of collection points. Another advantage of Rotterdam is the way it is surrounded by highways, meaning that most vehicles leaving or entering the city center would cross at least one collection station and hence be registered in the data. This means that while we could not directly use data for every single road in Rotterdam, we could approximate how much traffic was entering and leaving the city and hence predict the traffic density within the city.

Measurement site locations in Rotterdam

The final image shows a map of the roads we are going to implement in the simulation, either because their endpoints or the roads themselves have a measuring station. This approach will put a higher strain on the simulation because it now has to plot the path of individual vehicles with a pseudo-random destination and path to that destination. In the end, the chosen destination and path of each individual car should be such that together the traffic matches with the data from the observation points.

Selected roads and measurement points in Rotterdam

Maximum Flow Research

The problem we are looking at is considered an instance of the Maximum Flow Problem. This problem is defined as follows: “Find a feasible flow through a flow network with a single source s and a single sink t, such that the flow is maximum.” A flow network is defined as: “A directed graph where all edges have a capacity, and all edges receive a flow.”

The first known algorithm to solve this Maximum Flow Problem was created by Lester R. Ford Jr. and Delbert R. Fulkerson, and is called the Ford-Fulkerson algorithm.[1] Over the years there have been many improved solutions for the Maximum Flow Problem besides the Ford-Fulkerson algorithm. Some of the more notable ones are:

• Edmonds-Karp
• Dinic’s blocking flow algorithm
• push-relabel maximum flow algorithm
• Binary blocking flow algorithm
• Orlin's + KRT’s algorithm

All of the algorithms listed here will be explained below, and compared to each other to see which one fits best to our instance of the Maximum Flow Problem.

Ford-Fulkerson:

A greedy algorithm to compute the max flow in a flow network. The idea for Ford-Fulkerson is that, as long as there exists a path from source to sink, with capacities available on the edges in between, we can send flow along one of the paths. This is repeated until there exist no more available capacities. The paths that still have a capacity available are called augmenting paths. When no more augmenting paths can be found in the graph, the maximum flow can be found by adding the flow augmenting path and the flow already established in the graph together. There is no guarantee for this to happen though, therefore the only certain aspect is that it reaches a correct answer when the algorithm terminates. The runtime for this algorithm is O(E*max|f|), with E the number of edges in the graph and f the maximum flow in the graph.

Edmonds-Karp:

An implementation of the Ford-Fulkerson algorithm, which is largely the same as the other.[2] The only difference is that in Edmonds-Karp the search order for the augmenting path is defined. The way this augmenting path is chosen, is by choosing the shortest path with the available capacity. This path is found by applying a breadth-first search with a weight of 1 per edge. The runtime for this algorithm is O(V*E²).

Dinic’s (blocking flow) algorithm:

A variation on Edmonds-Karp, also applying the breadth-first search method, but instead of using it to find an augmenting path and sending the flow directly over it, we check if more flow is possible and construct a level graph out of it. We use BFS in a loop to construct this level graph. In a level graph we assign levels to all nodes, with the level being the shortest distance(read: smallest number of edges) of this node to the source. With this level graph, we can send multiple flows. This is the reason why Dinic’s algorithm performs better, as instead of only sending flow over one path, we send it over multiple at once. The runtime of this algorithm is O(V²*E).

A core concept of this is to make use of blocking flow, which means that an edge can not send more flow using the level graph, that is, there exist no more paths from s to t such that the vertices on the path have levels 0,1,2,... in this exact order. Blocking flow can be seen as maximum flow in greedy algorithms. One additional optimization that can be applied is the use of the dynamic trees data structure, which speeds up the computation of the maximum flow to O(V*E*log(V)) by making finding blocking flow in each iteration faster to be O(E*log(V)).

General push-relabel maximum flow algorithm:

This algorithm is similar to the Ford-Fulkerson algorithm, but changed up to improve the flow. Similar to the other algorithms, push-relabel also uses the residual graph to check additional possible flow in a network. It differs in the fact that it is checking the augmenting path for one vertex at a time only, instead of examining the entire residual network. As the name suggests, this algorithm computes maximum flows using two basic operations to perform its tasks.

If you consider the source to be the highest level, all following nodes will be a level below that, until you reach the bottom, the sink node. The “push” operation pushes the flow to the next vertex which needs to have a small height once the vertex that is currently being looked at has reached its capacity. If the flow gets trapped at some point in the graph, the vertex at which this happens will be “relabeled”, which means their height will be increased in the graph. The runtime of this algorithm is O(V²*E), but can be improved if certain conditions are met, or the algorithm is changed slightly. It can be O(V³) if the most recently active vertex is chosen to be looked at(using a FIFO selection rule), or O(V*E*log(V²/E)) if the algorithm builds limited size trees to calculate the height.

Binary blocking flow algorithm:

The algorithm uses an augmenting path and blocking flows, similar to Dinic’s algorithm, but it is applied differently. Goldberg believes this creates a fundamental improvement to calculate the maximum flow of a graph.[3] However, from practical experience, we can derive that the push-relabel method is in fact more practical than using blocking flows.

Whereas Dinic's algorithm uses only the concept of blocking flows, Goldberg's algorithm extends this concept to more general length functions, as that is what blocking flow is based on. The length function that is used in Goldberg's algorithm is more specifically a binary length function, which assigns arcs(edges) to be zero length if their capacity is large, and gives the arc unit length(which is defined to be 1) to small capacity arcs. This makes the binary length function adaptive, which is a crucial feature to improve the time bounds.

The runtime of this algorithm is O(E*min(V^(2/3), sqrt(E))*log(V²/E)*log(U)). The U here is the maximum capacity of the network. Other than that it’s fairly similar to the push-relabel algorithm with dynamic trees. They take the minimum of V^(2/3) and sqrt(E) because it is a proven runtime from Dinic's algorithm as long as there are unit arcs. You apply that on all edges, hence the *E part. The multiplication by log(V²/E)*log(U) is to find the blocking flows in the network, as can be found in the paper of Goldberg[3].

Orlin’s + KRT’s algorithm.

In a paper made by Orlin[4] ways are described to improve and solve the max-flow problem in O(V*E), as long as the requirement is met, being E <= O(V^(16/15-e)). Similarly through the combined effort of King, Rao and Tarjan, KRT’s algorithm solves the max-flow problem in O(V*E) if E > O(V^(1+e))[5]. Both of these runtimes have a value e in it, which denotes a positive constant integer value.

Orlin's algorithm solves the max flow problem in improvement phases. They then create an abundance graph, and use contraction to speed up the algorithm. This abundance graph is then used along with some of the arcs to contract it into a smaller max flow problem. This smaller max flow problem is then compacted by removing all nodes in the network that have either all incident arcs being abundant, or a very small capacity. Using all of this together, we can run the algorithm in an improvement phase for the max flow problem on this compact network to reduce the runtime to O(V*E+E^(31/16)*log²(V)), which, when using the special bound on the edges, can be reduced to O(V*E). There is a bottleneck in the algorithm, which is the time it takes to maintain the transative closure of the abundance graph, as can be found in Orlin's paper[4].

KRT’s algorithm is based on the randomized algorithm created by Cheriyan and Hagerup[6], which computes the maximum flow in a a graph to efficiently play a certain combinatorial game that arises during computation of the maximum flow. The algorithm of KRT is similar, but uses a more general version of the game described by Cheriyan and Hagerup. The strategy of KRT yields a deterministic algorithm for computing the maximum flow that runs in O(E*V*(log_((E/V)log(n))(n))). This can then be reduced to O(V*E) if the constraint is met that states that E > O(V^(1+e)).

Combining the knowledge of both improvements can allow for maximum flow problems to be solvable in O(V*E) time, if the conditions are met in terms of its edges. Whether it is useful for our problem will be discussed in the next section.

Which algorithm should we choose:

We will choose which algorithm to use based on their runtimes and method of implementation. Basing our software model on an algorithm with a faster runtime, will result in the model being easier to use for larger datasets in comparison to other algorithms with a higher runtime, which is what we are making use of in our instance of the maximum flow problem. If two or more algorithms have the same runtime, ease of implementation will be deemed more important, as it is less time consuming to fix errors or bugs in a simple software model when compared to an elaborate or complex one.

Based on the runtimes of the algorithms, the best one to pick would be Orlin’s + KRT’s algorithm, as O(V*E) is by far the best. However, it has some requirements that are not easily satisfiable by us in our project. The algorithm itself is mostly theoretical, which means it has not been implemented in software at all. Hence this algorithm is more difficult to implement and will probably not be chosen. Another reason for not choosing it, would be because it has strict requirements on the number of edges, which does not always happen in our instance of the Maximum Flow Problem. The more basic methods of Ford-Fulkerson and Edmonds-Karp are the general cases of how to implement maximum flow problems, but they are still on the slower side. Dinic’s and Goldberg’s blocking flow algorithms are already a lot faster, as the runtime is O(V*E*log(V)) instead of O(V²*E). As the number of vertices is always lower than the number of edges in a flow network, having the runtime depend more on the number of vertices than on the number of edges will make for a significant improvement, hence why Dinic’s algorithm would be prefered over Edmonds-Karp. Goldberg's binary blocking flow seems even better, but it has a major downside, namely that it is only having such a good runtime if all edges have a unit capacity of 1. As this is not the case in any real world scenario, this makes the algorithm unusable in our instance of the Maximum Flow Problem. The last algorithm, the general push-relabel algorithm, also has the same runtime as Dinic’s algorithm, can be sped up even more if the right data structure is being applied.

Therefore, the choice of what algorithm to pick, should be based on the implementation of either of them. If it is a feasible choice to utilize these data structures in our software model, then using the push-relabel algorithm should be the right way to go. If, however, it turns out to be difficult to implement, then it might be better to choose for Dinic’s algorithm, as it is a more simple model to implement than the push-relabel algorithm, while also having the same runtime.

1. [1]https://www.cambridge.org/core/journals/canadian-journal-of-mathematics/article/maximal-flow-through-a-network/5D6E55D3B06C4F7B1043BC1D82D40764
2. [2]https://dl.acm.org/citation.cfm?doid=321694.321699
3. [3]http://cse.iitkgp.ac.in/~palash/2018AlgoDesignAnalysis/1998JACMGoldbergRao.pdf
4. [4]https://dspace.mit.edu/openaccess-disseminate/1721.1/88020
5. [5]https://ac.els-cdn.com/S0196677484710443/1-s2.0-S0196677484710443-main.pdf?_tid=de8d99a7-af58-49c7-ba1b-a1fd46923a4d&acdnat=1550486537_68a656a95b07f29badfbdba55857cdd2
6. [6]https://www.researchgate.net/publication/3501919_A_randomized_maximum-flow_algorithm

Questions to town hall

In order to collect data directly from a source, we have chosen to ask some questions to someone in charge of traffic at the Eindhoevn town hall. After having being denied an appointment we decided to write an email. A first mail has been sent to the general information address, but no response has been received so far. The mail contained the following text:

"To whom it may concern,

We are a group of students involved in a project at TU/e. The project involves the analysis of traffic jams and flows. We would like to ask some questions about it to someone that is in charge of this field of operation. Would it be possible to have an email address or a phone number?

Thank you in advance, we hope to hear from you soon. Kind regards".

Following this email there would have been the list of desired questions with the description of the project. The questions are:

- What is the current method used by the town hall to handle traffic congestion? Is there an adaptive system or is it rule-based?

- Are you satisfied with the current management of traffic?

- In case of an accident how do you deal with the traffic? How about road construction?

- Do you apply any traffic limitation based on the level of pollution of an area?

- Is there a dedicated team to the traffic control? How does it work?

- Would you be open to use a computerized system to improve the traffic situation?

- To what level would apply the solutions provided by the software?

- With the advancement of technology also cars and traffic are evolving, what kind of plans do you have for the future?

If there will not be any kind of answer from the Eindhoven town hall, we will proceed with the forwarding of these mails to other town halls in the Netherlands.

From Data to Input

As can be seen from the figures posted above, we have a lot of data with different points of measurements. These data points can be used to create an input for our model. The software model itself can not use the data directly, as it has to be transformed to do anything meaningful with it. So what we have to do, is to transform the map of datapoints we have currently, into a flow network, such that we can run our algorithm on it. To transform the data we have to a usable flow network, we have to follow a few steps.

• create edges
  • add edge capacities
  • add flows to start with(if needed)
  • create directions for the edges
• create vertices
• create a single source and sink

We start out with just a map of the area, Rotterdam, which has roads planned out with the data points that have the collected data of how many cars passed by during a certain time period. The map itself has all the edges already, namely the roads themselves. All the data points of the roads determine the capacity a road may have. If a road has data that shows congestion starts to form at for instance 20 cars over a period of 30 seconds, then that specific edge will get a congestion value of 20 per 30 seconds. Not every road will have the same type of measurements, meaning that not every road will have an amount of cars over 30 seconds. Instead what we need to do first, is map out all these capacities, and set them to be of the same type, such as "X amount of cars per minute". Having done this for all the roads, we then also have the capacity for all edges.

We also know the direction of the roads themselves, as some of them are one way streets, or they allow traffic in either direction. Hence we can set all these edges to already have a direction. For every edge that allows traffic in both directions, we create a second edge, with the same capacity, and make both edges have opposite direction. This is done because a flow network that we need as input, does not allow for a bidirectional edge. Creating two edges as described would allow for the structure to be kept as shown on the map, while also following the rules of a flow network.

Next up the vertices. These are very simple to choose. We can simply determine the vertices by looking at all the points in the roadmap that have an intersection between two or more roads. The vertex would then be the connection point between the different incoming and outgoing edges. As described above, we have two different edges if a road in the roadmap allows for traffic in two directions. Both of these edges will have the same two vertices that they are connected to as start and end points. This will ensure that traffic flow will be able to be directed properly, while also keeping the amount of vertices used minimum.

Lastly, we will need to have a single source and a single sink vertex. These points are crucial in creating a proper flow network. This is also the most difficult part of creating the network from the roadmap, as, judging from the roadmap, there is no single destination or source that each car is going to or coming from. As the map shows, there are multiple highways going into and leading away from Rotterdam. What we will do as add so called sub-sources and sub-sinks to these incoming/outgoing edges at the edge of the roadmap. For every road at the edge of the roadmap, there exists a sub-source and a sub-sink, as a car can drive into the city, or leave the city, from that specific highway. These highways still have measurements of data, hence their capacities have already been calculated before. Therefore, each entry/exit to the network, will get two edges going out of, or into the network, connected to the specific sub-source, for incoming, or sub-sink, for outgoing edges. Next up is creating the actual Source and Sink vertices. This is done by adding these vertices to the graph, and adding an edge from the Source vertex to every sub-source in the graph. The same is done for the Sink to all the sub-sinks. As it is undetermined how many cars will actually be in the system, we set the capacity of both the edges from Source to all sub-sources and Sink to all sub-sinks to be infinity. That way, we can always direct as much traffic as needed into the graph.

With this method of adding a source and sink, we will run into an issue, namely: would the network not just push all the incoming cars from sub-source A to the sub-sink of that same vertex A? As this would allow for the flow to be maximimzed in every case, as infinite cars will be coming in and going out of the system. This is however not a problem. There is an infinite capacity of the source to the sub-source. But then, to go from that sub-source to the sub-sink, you will have to first go through the edge of the sub-source to a different vertex. This edge will have a "normal" capacity, which is not infinite, before it can be send back to the sub-sink of the sub-source, and then to the actual sink. This means that we can never have the situation where there is a stream of infinite capacity and flow in the network, as the sub-source and sub-sink are two distinct vertices.

Application of the Algorithm

Having an input network created from the data means we can use the algorithm itself. As explain in section Maximum Flow Research, there are only two different algorithms that are worth looking into. First off we have Dinic's Blocking flow algorithm, which works by looping a BFS over a level graph to check multiple flows at once. The other one is the general Push-Relabel flow algorithm, which pushes flow to the next vertex, and relabels the level graph. As we have not decided which to use, we will just refer to it as "the algorithm". Their runtimes are very similar, which is why it does not really matter which one to pick.

With the input, and using the algorithm, we will get a resulting flow network. This network will have, over all the edges in the network, a number denoting the flow over that edge. We assume that the algorithm performs the calculations correctly, and is able to create a maximum flow network properly, such that we can use it.

With this output we will be able to optimize a road network. We already have the network of how the roads are planned out, and we also have data showing what roads are congested, or more empty. From our output from the algorithm, we get how many cars are able to pass over a trajectory every minute. With that knowledge, and the pre-knowledge of the congestion on the roads, we can give a recommendation to the government. This recommendation will include ways to go from this current situation(the pre-knowledge) to our optimized situation. This could be advice in the form of, but not limited to:

• closing/opening a lane of traffic
• lower/raise the speed limit
• close of a road for a certain time of day.
• add tollgates/ERP booths to the roads

Closing/opening a lane can make the traffic more spread out, increasing the flow of the lanes. Lowering/raising the speed limit allows for a better flow of traffic, depending on the situation. Closing a road for a part of the day will make people drive around that road, taking other paths instead to get to their destination, which improves flow on other lanes too. Adding tollgates/ERP booths will make people choose more carefully about the path they will take to get to their destination, redirecting some of the traffic to improve the flow over the entire network.

These are just a few ways that we can apply the algorithm's output, and give advice to the users of the software product. Of course, there are other alternative advices to be given, but these are some of the simple ones that can be derived directly from the model, as the current situation does not need to be altered much to match the output in all cases.

SUMO and YatSim

In order to calculate the flow of the cars, we have to simulate the movement in a road network. There are already some simulation networks for this, out in the open. Two of which are SUMO and YatSim. Both will be described below, and compared to find their good and bad parts. This is all such that we can simulate the car movement itself in our own network. We will be looking at things such as the input and output of cars, as well as general data regarding the traffic.

SUMO:

Simulation of Urban MObility. This is a simulation of traffic, as an open-source project. As it is very difficult to create an exact model of traffic itself, researchers have tried to make predictions based on simulations of the traffic. SUMO aims to be a simulation that can be applied in different ways because of its open-source nature, allowing for different models to be created using SUMO as its basis.

How does it work:

The simulation shows the path per single human, on his or her way through the traffic. All car movements, as well as public transport systems within one city are modelled within this simulation. What is described in the simulation is the departure time and the route the person takes, which can consist of multiple subroutes that describe the entire traffic situation. A person may then follow a route consisting of both car and public transport, as well as walking. The walking part is not part of the simulation directly, as it is given as an estimate of the time spend to reach the destination.

In SUMO, every vehicle has a place and speed within the simulation. Every step the simulation takes, which takes one second per step, the values are updated corresponding to the vehicle in such a way to simulate the movement. The simulation itself is time-discrete and space-continuous, because the majority of the car-driver models are also continuous. Of course, all the traffic rules, such as traffic lights, maximum speed, right of way, etc. are taken into account and followed by the simulation.

The car-driver model that SUMO uses is based on the Gipps-model extension, and is capable of displaying main features of traffic like free and congested flow. In each step of the simulation, the vehicle’s speed is adjusted with respects to the vehicle in front of it to avoid congestion as much as possible.

The input for SUMO is based on XML files, containing edge types, nodes and edges. This can be made using different sorts of data, such as XML files themselves, CSV files, Cell-input files or VISUM networks. Using SUMO-NETCONVERT you can then create the needed input data. Nothing specific is mentioned regarding the data of the cars themselves.

There are two outputs available after running SUMO’s algorithm. The first being the raw output, which contains all edges of the network with the vehicles driving on them for every step. The vehicles are denoted by name, position and speed. This raw output is a complete output, meaning it can be used as an input to other processing tools for evaluation. As this gives a large amount of data if a large simulation has been done, it is often not the best choice. As such, other outputs have been made to cope with this issue. One of these is a log-file made by simulated detectors which can be positioned on a certain edge of the network, and can compute the flow, average velocity and other values. Every such detector has their own output, which is written to a csv file.

YatSim:

Yet Another Traffic Simulation. An open-source software framework, which is able to simulate and validate CBAA-M, an algorithm which enables multi-agent cooperation within autonomous traffic to safely and efficiently pass intersections, within a realistic urban scenario.

How does it work:

YatSim uses the CBAA-M algorithm, which consists of two phases. The first phase is the auction moment, which builds upon a market-based selection strategy, where each vehicle computes a bid. This bid is build on a linear combination of the distance to a common collision point between the future path of two vehicles, based on their speed. This is done for all vehicles in the list of known vehicles to the system in the second phase, the consensus process, for every future point on their paths. These bids are then sorted in descending order to determine a priority list, which indicates what vehicle is allowed to pass what intersection first.

In YatSim, you have Generators, which are able to introduce new vehicles to the network given a certain probability. These vehicles are able to move on the roads and intersections, with roads being edges in the network, and intersections being points where two of these roads overlap. The map over which vehicles will be generated is given in graph representation, which is build by the system. All paths that are calculated for the vehicles are made using Dijkstra’s algorithm.

To do the actual traffic simulation, YatSim uses a time-discrete process, which uses tick-events. Every tick, YatSim iterates through the scenario’s generators and vehicles to forward the tick-trigger, making it execute. Newly generated vehicles need appropriate values, which means they will always be triggered after the already existing vehicles in the network. The generation of vehicles is done based on probability “p”, which you give to the generators. Every execution of the generator, a random number “r” is computed. If 1-r >= p, a new vehicle is added to the system. A vehicle is removed from the system if the new position that is calculated for a vehicle is still valid. If it is valid, then we know it can continue to move in the next phase. Otherwise, it will be removed from the simulation, as it has reached its final destination at the end of its path.

The simulation itself does not give a single output, but instead multiple graphs per intersection. The graph representation of the vehicles on an intersection are given in multiple tabs, namely Speed, Speed Ratio, Acceleration and Distance, in order to analyze what is happening to each car. As it is not specifically stated in the paper how exactly this output works, or behaves, no other information can be gained about the use of the output, how much data there is, or what to do with it.

Comparison

Both of these simulation softwares have their uses. SUMO has a more elaborate output that can be used to analyze data more thoroughly, while YatSim’s output is more vague, and can be more random. The input of cars in YatSim is based on random number generation, which means tests have to be done multiple times in order to get proper results. The input of SUMO on the other hand is only the XML files with edge types, edges and nodes. Nothing specific is mentioned on how it handles the usage of cars, and how it distributes them with their paths, speeds, etc.

The system that YatSim uses seems more complicated, as you will need to create all intersections by hand. SUMO uses the direct input of the roadmap instead. This seems like a better plan, especially when compared to what we had in mind ourselves. Besides that, YatSim also is more computation heavy than SUMO, especially on larger data sets. This means that on a bigger city, with more data points, SUMO would be a better alternative.

Therefore we think that to simulate our car movement, we will use a similar method as SUMO does. It is easier to use with our implementation, is faster in running the data, and is a better application to our specific problem. Of course, as it is an open source software model, we are free to alter certain aspects to make sure it fits exactly to what we need it to be.

Resources [1] SUMO: https://elib.dlr.de/6661/ [2] YatSim: https://arxiv.org/abs/1810.11380

Possible Outputs (i.e Possible advice)

To reduce traffic congestion, there exist several methods. Unfortunately, many of these methods are only temporary solutions which is not useful in the long term. One of those "solutions" is increasing lanes. As roads get more lanes, more cars will drive those roads as people think there is less congestion. This in turn leads to as much congestion or in many cases even more congestion. This phenomena is called induced demand. Furthermore, many of the long term solutions such as improving public transport concerns modification of the transportation system as a whole rather than just road networks, hence this will not be in the scope of the project.

Therefore the possible outputs could be advices such as but not limited to:

• close a lane
• open a lane
• lower the speed limit
• higher the speed limit
• close of a road for a certain time of day.
• charge certain roads permanently
• charge certain roads at specific time intervals

Prediction

Currently, experts themselves do not agree on which methods to use when. Therefore, the best method of prediction would be to brute-force each advice into another simulation and see which one of these methods will result into the least congested road network. Another option is to focus on one output only, and then advice on which roads the output (for example road pricing) should be applied to. We will show some different approaches, but focus on one specific instance.

Altering the speed limit

There are many ways to reduce the traffic in a certain road network. One of these is to increase or decrease the maximum speed on a road in that network. The reason we did not choose to elaborate on this, is because it will cause some problems with the surroundings. If you increase the speed too much, the people in that area that are not using cars, will be less likely to get on the road. Increasing the speed from 50 to for instance 80 km/h will create more problems as well, as people get more prone to accidents happening. The area is also not currently suited to handle an increase in speed. Some roads are well maintained, and can thus handle higher speeds, but urban roads often do not support this. It would simply be too dangerous to go at high speeds over these roads. Renovating the roads would cost too much money, so in order to allow higher speeds for better traffic control, a lot of money needs to be put in. This is not feasible, and thus would not be a good recommendation in our opinion.

Similarly, reducing the speed will cause problems too, simply because people will get to their destinations slower. Yes, you can reduce the amount of traffic incidents happening this way, but it will be doubtful if it helps with increasing the flow.

Direct Effects of Road Pricing

The effects of charging cars to use certain parts of the road network, depends on the methodology of road pricing used, where the pricing is applied to, the importance of the reason why the drivers are driving and on how much value the drivers give to their time. In general however, if a specific area or road is priced, there will be a decrease of overall drivers in the road network and increase of traffic in alternate routes the driver could take. The decrease of overall drivers is due to the fact that some people do not want to pay more to use a road but also do not want to use their time to re-route, and thus will abandon traveling to their destination or use another means of transportation. For example, an individual who has to travel to the cinema might abandon this and watch a movie at home to avoid the hassle of driving longer or paying a fee. This total reduction of the number of cars in the road network are difficult to predict, as it also depends on availability of alternative forms of transportation and also on the price charged. However, to give an estimate Stockholm would reduce traffic by around 3% throughout the entire city and 19% in the inner city where traffic problems are the most rampant. Furthermore, during daytime hours in weekdays, the traffic of the inner city will be reduced by 30%, which is a significant amount. This reduction is predicted to be able to be achieved with a fee of around 3 euro when entering the inner city zone.

The increase of traffic in alternate routes happen because some people do not want or cannot abandon travelling to the destination and do not want or cannot use public transport. Furthermore, these people value the money which could be lost driving the road in question over the time lost taking the alternative route plus any toll charges the alternate route it has. For example, an individual who is poor but has to drive to work might wake up earlier and use more of his time to travel with the alternative route to avoid paying a larger fee. This effect is again difficult to predict as it heavily depends on the type of road pricing used. For example, if zone-based road pricing system is used, drivers will more likely travel around the zone to avoid costs and hence increase traffic in alternate routes. However with a distance based pricing system, the drivers will not want to drive around the charged road, as then the drivers will drive more and hence most likely have an increased cost. Furthermore, it heavily depends on how much the people value their time compared to the cost of the toll gate. This value of time heavily depends on how much the person makes per hour but also on factors such as but not limited to: personality or urgency of the current state. Since the value of time is too varied between every individual and also within the same individual during different times, it is better to estimate the value of time with the average wage per hour of the city. To estimate the percentage of people who will re-route, it is believed that for Stockholm, the alternate routes will have an increase of about 10%.

TO DO ADD SOURCE PAPER