Next Article in Journal
Cloud-Enhanced Robotic System for Smart City Crowd Control
Previous Article in Journal
Energy-Aware Forwarding Strategies for Delay Tolerant Network Routing Protocols
Previous Article in Special Issue
Priority-Based Content Delivery in the Internet of Vehicles through Named Data Networking
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Reducing Side-Sweep Accidents with Vehicle-to-Vehicle Communication

by
Gamini Bulumulle
1,†,‡ and
Ladislau Bölöni
1,2,*,‡
1
Department of Electrical and Computer Engineering, University of Central Florida, Orlando, FL 32816, USA
2
Department of Computer Science, University of Central Florida, Orlando, FL 32816, USA
*
Author to whom correspondence should be addressed.
Current address: Department of Computer Science, University of Central Florida, 4000 Central Florida Blvd, Orlando, FL 32816, USA.
These authors contributed equally to this work.
J. Sens. Actuator Netw. 2016, 5(4), 19; https://doi.org/10.3390/jsan5040019
Submission received: 1 October 2016 / Revised: 30 November 2016 / Accepted: 8 December 2016 / Published: 14 December 2016
(This article belongs to the Special Issue Connected Vehicles)

Abstract

:
Side-sweep accidents are one of the major causes of loss of life and property damage on highways. This type of accident is caused by a driver initiating a lane change while another vehicle is blocking the road in the target lane. In this article, we are trying to quantify the degree to which different implementations of vehicle-to-vehicle (V2V) communication could reduce the occurrence of such accidents. We present the design of a simulator that takes into account common sources of lack of driver awareness such as blind-spots and lack of attention. Then, we study the impact of both traditional, non-technological communication means such as turning signals as well as unidirectional and bidirectional V2V communications.

1. Introduction

Accidents on highways are one of the major sources of loss of life in modern society. Significantly more lives have been lost in highway accidents than in terrorism or wars. Part of the reason for this is that Americans spend a significant time on the roads—the average commute is 30 min (NHTSA) [1] (check). Any technology that makes driving safer, faster or cheaper would have a significant human and commercial impact. Whereas, in recent years, significant research focus (and press coverage) has been dedicated to self-driving vehicles, there is no imminent transition to fully self-driving infrastructure. In fact, fully autonomous vehicles are not legal for highway driving—they require human supervision. Even if fully autonomous vehicles become commercially available in the next decade, the vast majority of vehicles on the highway will remain human-controlled, with the mix of vehicles changing only gradually towards more autonomy. What we are going to see, in the foreseeable future, is a mix of vehicles with various sensing, actuation and communication technologies, and various degrees of automation based on these. Just like with today’s cars, drivers will have a choice of turning on or off these technologies, as well as reacting or not to messages coming from them.
It is quite possible that this proliferation of technology mixtures will make driving in the following decades even more unpredictable and cognitively challenging than in the current situation, where uncertainty arises only from the driver’s behavior.
To understand the traffic of the future, the only feasible approach is to study it through the means of simulation.
In order to define a standardized set of rules, it is vital to collect a large number of statistics. In the real world, this is a very tedious task to accomplish. For example, data published by the National Highway Traffic Safety Administration (NHTSA) [2] is based on the observation of one hundred drivers’ (100) road experiences during a 12-month period of time, but this sample is too small order to formulate a standard set of rules.
This is where the modeling and simulation comes into play [3,4,5,6,7,8]. Simulation is performed when conducting experiments on real systems would be impossible or impractical. Furthermore, through conducting simulations [9,10,11], it is possible to generate a large amount of data with several permutations and combinations with respect to multiple attributes for analytical purposes.
In order to understand the impact of a new technology, we need to study it through a simulation that models not only the technology itself, but the overall environment, visibility, traffic structure as well as the cognitive state, reaction time and so on of the drivers.
It is not enough to model where a vehicle is and how fast it moves. We need to model the surrounding vehicles, what each of the drivers know, their decision making processes, and their low-tech and high-tech means to communicate with each other.
To illustrate that all these factors need to be taken into consideration, let us consider the case of side-sweep accidents, which will be the running subject of the remainder of this paper.
Why do side-sweep accidents occur? In the simplest approximation, the cause of the accident is lack of awareness—the driver of the lane changing vehicle is not aware that there is a blocking vehicle in the other lane. This lack of awareness might be due to either the driver neglecting to check the appropriate side mirror, or because the blocking vehicle was in the driver’s blind spot. The accident might also be due to a misprediction that the driver might have seen the blocking vehicle, but judged that, at the moment of the lane change, the vehicle would be safely behind it. This misprediction might be due to a misjudgment of the relative speed of the vehicles, or because the blocking vehicle had accelerated since the most recent sighting.
Moving towards more complex causes, a possible cause of the side-sweep accident might be failure of communication. The lane changing vehicle might have communicated its intention to change lanes, either with the turning lanes or vehicle to vehicle (V2V) communication, but this signal had not been seen or received by the blocking vehicle.
Finally, the cause of the accident might be incorrect mental modeling. The lane changing driver might judge that the blocking vehicle’s driver will slow down to give way, but instead, that driver chooses to accelerate, relying on the lane changing driver seeing him and abandoning the action.
Overall, we conclude that side-sweep accidents can have complex sources. Technological solutions, such as sensor improvements and V2V communication can improve several steps of this process, but they will always need to be seen as playing a specific part of a system. Our objective in this paper is to present the design of a simulator that takes into account all the factors of the lane change scenario. We will then use this simulator to study the potential of technological solutions such as V2V communication in reducing the frequency of the side-sweep accidents.
The remainder of this paper is organized as follows. In Section 2, we discuss in detail the physical, communicatory and cognitive setup under which a lane change event takes place, and we describe the design of our simulator that takes these factors into consideration. Section 3 describes a series of simulation studies that assume various scenarios and mixtures of vehicles with various technological enhancements. The results of these simulations are then analyzed for the benefits and drawbacks of various technologies. We conclude in Section 4.

2. The Physical and Cognitive Context of a Lane Change

Side-sweep accidents occur during driving on multi-lane highways when a vehicle initiates a lane change and when a follower vehicle is blocking the other lane. Side-sweep accidents lead to a side collision, but the resulting loss of control can create further collisions [12,13]. Side-sweep accidents account for 4%–10% of all crashes [14,15,16,17].
The immediate cause of the side-sweep accident is the incorrect decision made by the driver of the lane changing vehicle, and the cause of this incorrect decision is lack of information: the driver does not know about the blocking vehicle. To avoid side-sweep crashes, drivers are instructed to ensure that there is no blocking vehicle by visual inspection, looking both through the rear view and side mirrors as well as turning his or her head in the direction of the target lane [18].
Let us now investigate why the driver might not be aware of the blocking vehicle. The simplest explanation is that the driver did not look or check the mirrors. NHTSA research revealed that 17% of drivers failed to check their left mirrors, left windows, and center mirrors during the last 8 s prior to initiating a left-lane change. Furthermore, 36% of drivers failed to check their right mirrors, right windows, and center mirrors during the last 8 s prior to initiating a right-lane change [2,19,20].
Even for drivers who do check the mirrors, a significant number do not make a strong effort to turn their head and make a visual inspection. As many vehicles have significant blind spots, it is possible that the blocking vehicle exists even if it does not show up in the mirror [21]. The size of the blind spot depends on the geometry of the vehicle, the size and adjustment of the mirrors, as well as whether other means of inspecting the target lane (such as side-view cameras or blind spot sensors).
Another factor comes into the picture when we consider that conditions might change between the last time a driver looked at the target lane versus when the lane change is initiated. For instance, an accelerating vehicle might enter into the blocking zone without the driver being aware of it. The ability to accurately assess whether the lane will be free at the moment of the initiation of the lane change requires that the driver makes a prediction of the way that the traffic will evolve. This prediction might be impaired in conditions of poor visibility and drowsiness [22,23]. Visibility can be impacted by the factors such as atmospheric conditions and the blind spots [24]. Enhancing driver attention and minimizing the size of the blind spots of cars can help overcome lack of visibility issues [25]. Another way to monitor drowsiness is proposed by integrating intelligent control systems into vehicles to include the human driver control loop [22].

2.1. Reducing the Number of Side-Sweep Accidents

There are several ways in which the number of side-sweep accidents can be reduced [26,27,28]. Early warning systems improve the driver’s awareness of potential blocking vehicles or obstacles [29]. Systems such as side detection sensors recognize objects on either side of the vehicle and alert drivers of the presence of vehicles during lane changes to avoid side-sweep accidents [30,31,32]. For these systems, it remains the responsibility of the driver to make a correct decision, such as canceling the lane change.
Another class of systems, early intervention systems, provide limited automatic assistance to the driver by intervening even after the decision has been made [33,34,35,36,37,38,39]. This assistance may be in the form of slowing the vehicle to a stop and/or controlling steering to help the driver stay in the proper lane.
Another important class of methods for reducing the number of side-sweep accidents is by improving the coordination and communication between drivers. This communication does not necessarily need to be mediated through technology. By using its turning lights, the driver can communicate his intention to change lanes to the following vehicles. Following vehicles can also infer this intention from implicit means from the behavior of the driver. Communication in the other direction is also possible: the blocking vehicle might warn the driver initiating a dangerous lane change by honking.
These communication means might not always work. The fault may be with the initiator (neglecting to use or deploying the lane change signals too late), or with the fault of the receiver (not noticing or ignoring the lane change signal). Even if communication was successfully received, this might not amount to a clear agreement for the procedure to follow. The signaling driver might expect that the following driver might slow down and give way upon receipt of the signal, while the driver of that vehicle might choose to accelerate instead.
V2V communications are novel networking technologies that extend traditional means of communication between vehicles. V2V technologies might enable many novel driving behaviors such as convoy formation [40]. For the purpose of this paper, we will restrict our attention to communication between the lane changing and the follower vehicle. The first advantage of V2V communication is that it allows more information to be transferred than the single-bit turning signals. Furthermore, V2V communication can ensure that a transmission has been received by the destination vehicle (although this might not guarantee that the driver of the vehicle receives and also understands the signal).
As with any communication technologies, V2V communication does not guarantee that the appropriate actions for the avoidance of the accident will be made. To perform lane changes safely and quickly, ideally coordinated action from both the lane changing and the following vehicle is needed. However, as new technologies are adapted only gradually by drivers, it is likely that, in the foreseeable future in most encounters, only one of the vehicles will be augmented with automated response technology. As we shall see in our experiments, even this might improve the accident rate.

2.2. Simulation Requirements

The objective of this paper is to study the effect of novel technology, in particular V2V, on the frequency of side-sweep accidents. In order to obtain realistic and useful results, the simulator needs to satisfy a number of requirements.
First, it needs to realistically model the traffic conditions of multi-lane highway driving, including the geometry of the road, the overall and relative speed of the vehicles, and the distribution of the vehicles in the traffic. The simulator should allow the modeling of various traffic conditions.
Second, the simulator needs to model the visibility of the drivers of the vehicles, including direct observation and observations through the mirrors. Occlusions by parts of the car (A, B and C pillars) and by other vehicles must be considered. The location, shape and size of the blind spot must be accurately modeled, and we should be able to repeat experiments with different blind spot sizes.
Finally, the simulator needs to model driver behavior [41], in particular not only whether the driver can see the blocking vehicle, but also whether it will check its mirrors, as well as the temporal relationship of the decision making with regards to the sighting.

2.3. The Design of the UCF Lane Change Simulator

Our group at University of Central Florida (UCF) have significant experience in developing traffic simulators to study various aspects of human driving behavior. The UCF Lane Change Simulator (LCS), to be described below, concentrates on modeling in detail the circumstances of a lane changing car in multi-lane highway traffic.
In contrast to simulators that model the overall flow of the traffic, the LCS concentrates on a single car and its driver’s decisions as it moves in traffic. The traffic flowing around the car assumes a Poisson arrival model of the vehicles. Various assumptions about the density and relative velocity of the vehicles in adjacent lanes can be specified as parameters to the simulator. Although photo-realistic visualization is not an objective for LCS, its simple graphical interface allows us to inspect the particular circumstances under which the lane change decision is made.
As the awareness of the lane changing vehicle’s driver of a potential blocking vehicle is a critical aspect of the success of a lane change and the avoidance of a side-sweep accident, LCS focuses extensively on correct modeling of the driver visibility and blind spots.
We designed the UCF LCS to model in detail the events immediately preceding a lane change. Most traffic simulators take the perspective of the overall highway, and are interested in the overall traffic metrics such as throughput, average speed, average time to destination, and the evolution of the traffic over timespans of hours. The UCF LCS, in contrast, is only interested in the vehicles in close proximity to the lane changing vehicle and a short timespan of tens of seconds necessary for the lane change maneuver. We shall need to ensure that the traffic near the lane changing vehicle is modeled realistically. We are not interested, however, in the vehicles before they enter and after they leave the zone of the lane changing vehicle.
The simulator had been implemented in Java, and it has been designed such that every aspect of the traffic model, vehicle geometry and road geometry can be specified in parameters. For the simulation study described in this paper, we fixed the road and overall vehicle geometry to correspond to average sizes of US highways and a mid-size four door vehicle, respectively. We retained as free parameters, however, the mirror adjustments.
Photorealistic visualization was not part of the objectives while designing our simulator. We found, however, that a simple graphic rendering can help us understand the various scenarios. Figure 1 shows a series of screenshots from the “warm up” phase of the scenario. In general, it is difficult to initialize a traffic simulator to a random point in the traffic, as in normal traffic the position of every vehicle is determined by its history of interactions with other vehicles. Thus, like many simulators, LCS uses a “cold start” approach. It starts with an empty highway and a specific arrival rate of the vehicles (in our case, Poisson arrival with a specific average cars per minute) and lets the dynamic interactions between the vehicles stabilize. The “measured part” of the simulation, in our case the lane change intent, will happen after the traffic has stabilized. This warm up process is shown in the screenshots in Figure 1.
As one of the critical determining factors of successful lane change is driver visibility, the LCS models in detail the geometry of the lines of sight and mirrors in the lane changing vehicle. Figure 2 shows the geometric model used for this. The range of view of the driver is affected by many parameters, and some of them, such as the distances d 1 , d 2 and d 3 and the width of the rear window is fixed for a given vehicle. Other parameters, however, such as the mirror angles, α 1 , α 2 and α 3 , are under the control of the driver. Normally, the driver should adjust these angles in order to minimize the size of the blind spots. The arrangement in Figure 2 is actually the optimal arrangement of these mirrors. As we can see, even for the optimal arrangement, there are four blind spots around the vehicle: two large ones on the sides (also shown in the screenshots in Figure 1) and two smaller ones in the back where the C-pillar of the car blocks the rear-view mirror’s sight.
In addition to aspects of traffic and vehicle geometry, the LCS also models the behavioral and cognitive aspects of the drivers and associated vehicle automation. In particular, we model what information the driver knows, whether and when the driver looked in the mirror and how long the period is before making a decision and the initiation of a lane change.
Figure 2 shows the geometric model of the driver visibility range. This takes into account both the direct sight range and the visibility provided by the rear view mirror and the left and right side view mirrors. We take into account the size of the rear view mirror and that of the A-pillars. As the size and angle of adjustment of the side view mirrors significantly affect the blind spots, these are adjustable in LCS. Finally, the model takes into account the fact that the driver sits on the left side of the vehicle.

2.4. Driver Scenarios

The action of a lane change is strongly determined by the behavior of the driver of the lane changing car, the behavior of the driver of the following vehicle, and the various communication means that they might use. In the following, we will outline the different scenarios we deployed in our simulation. Note that for all the scenarios we are assuming that there is a left lane change.
Before we proceed further, we need to clarify what a “crash” situation means in our simulations. While we do model the conscious behavior of the drivers, we cannot realistically model reactive actions that take place at time scales of milliseconds, such as sudden evasive actions, where several inches in the position of the vehicle might make the difference. We will say that if a vehicle initiates a lane change while another vehicle blocks the lane, we will count this as a “potential crash situation”. In practice, it is possible that the crash will be avoided through a quick evasive action by the follower vehicle or a last second cancellation of the lane change by the driver. While the number of the near-crashes will be overall higher than the actual crashes, whether a given encounter ends up in a crash or near-crash is primarily a probabilistic event. Our models will predict the potential crash situations, and thus the number of real crashes will be a proportionally smaller fraction of these.
Scenario 1—Reckless driver: In this baseline scenario, the driver of the lane changing vehicle will initiate a lane change if there is no vehicle in his direct line of sight. If there is a vehicle in the direct line of sight, the driver will wait, continuing to drive at a constant speed without initiating a lane change. As the reckless driver will not check the blind-spot or the mirror, if there is a vehicle behind the car, the vehicles will get into a crash situation. While this represents an unusually high number of potential crashes, it allows us to set the baseline for other scenarios.
Scenario 2—Average driver: In this scenario, we aim to model the behavior of a typical driver based on highway administration statistics. Such a driver, once he decides to perform a lane change, will periodically check its mirrors, with a certain probability. Based on NTHSA data, this interval is 8 s and the probability p = 0 . 83 . If the driver does not see a vehicle in the mirrors or in the direct line of sight, it initiates a lane change. If the driver sees a vehicle in the mirror and this vehicle is either blocking the lane or, based on its current speed, will be blocking the lane at the moment of the lane change, the driver will wait. Note that for Scenario 1 and 2 we did not assume any action taken by the driver of the following or blocking vehicle, as this driver is not aware of the intention of changing lanes.
The average driver might still get into crash situations. One reason might be that it missed checking the mirrors (according to the statistics, the drivers check them only 83% of the time). Another reason might be that the driver might have checked the mirror at a moment when the blocking vehicle was in a blind spot and the user did not track the vehicle from a previous sighting.
Scenario 3—Driver using turn signals: In this scenario, the behavior of the driver from scenario 2 is augmented with the fact that the driver uses the turn signal before changing lanes. While in previous cases the drivers of the following vehicles were not active participants, in order to model this scenario, we need to know the action taken by the driver of the following vehicle.
There are several important parameters of this scenario. The first one is whether the follower driver took action upon seeing the signal. The normal action to take upon seeing the signal is a moderately strong braking. This action might not be taken, either because the driver did not see the signal or chooses to ignore it. Another parameter is the number of seconds before the initiation of the lane change that the driver turned on the turn signal? If the signal is turned on only immediately before the lane change, there might not be sufficient time for the following driver to slow down and clear the lane for the lane changing vehicle.
What do we expect from the lane change signal? First, we expect a reduction of the number of crash situations, since even in situations where the average driver might have crashed, the crash could have been avoided due to the action of the following driver.
Second, we expect that, on average, the time to change lanes will be reduced, since, by the action of the following driver, the lane changing driver might find a slot into which he/she could change lanes more quickly. For the same reasons as before, there is no guarantee that there is a no crash situation even in the case of the use of the turn signal.
Scenario 4—V2V communication with active control in the lane changing vehicle: For this scenario, we assume that the vehicles have V2V communication technology such as Dedicated Short Range Communication (DSRC). We assume that, using this technology, the following vehicle can make its presence and speed known to the lane changing vehicle using short-range V2V communication. Furthermore, the lane changing vehicle is equipped with a device that prevents the driver from initiating a lane change if the on-board algorithm judges that, given the existence of the following vehicle and the relative velocities at the moment of the lane change, a collision will occur.
Let us consider what we expect such a system to achieve. First, the system should obtain better information about the status of the target lane than visual inspection by the driver. The V2V system will listen all the time and blind spots will not prevent the communication. Furthermore, by directly transmitting the velocity of the following vehicle, the overall system can have better information about the relative speeds. In general, it is not easy for drivers to estimate the relative speeds of the vehicles from short glances in the mirror.
Nevertheless, equipping a vehicle with this technology will not immediately mitigate all possibilities for a side-sweep accident. To begin with, not all vehicles will be immediately equipped with this technology. Second, V2V communication is limited by the transmission range of the V2V radios, which can be further limited by environmental conditions. If the following vehicle is significantly faster than the lane changing one, and the transmission range is small, it might happen that the V2V-based notification arrives too late to prevent a side-sweep collision.
Note that many other possible scenarios exist. V2V communication can be also implemented with an intelligent decision making factor in the follower vehicle instead of the lane changing one. In another scenario, we can assume the existence of an intelligent agent in both vehicles, which might negotiate a coordinated course of actions. Multi-vehicle coordinated action using vehicle-to-infrastructure (V2I) communication is also a possibility. Exploring these and similar scenarios, however, is beyond the scope of this paper.

3. Experimental Study

In the following, we report the results of several simulations of the scenarios described in Section 2.4. There were several types of simulations being performed to derive the mean averages. Each experiment was run with 300 iterations. On Average, 15 cars per minute (CPM) or 900 cars for an hour were ran. After each iteration, the experiment initialization variables were reset to their initial values before the next iteration. After iterations for each experiment, the data for each iteration was derived to calculate the averages. The figures’ plots are based on these averages.
At the start of the simulations, the simulator was initialized with default parameters as stated in Table 1. The simulation was run for 30 s; this was the ramp-up period. Afterwards, this period and during the steady state environment, data was collected with respect to several data points as discussed in the following section.

3.1. The Impact of the Turning Signal

In this experiment, we studied the impact of the presence of the turning signal to the success of the lane change. The simulation parameters are described in Figure 3A. Note that we assumed that the driver turns on the signal for 20 s, and then waits 16 s to try to make a lane change. The lane change is successful if the driver can make the lane change in this interval—if the lane change is unsuccessful, the driver needs to continue waiting for an opportunity. The fraction of left lane drivers that slow down in response to seeing the signal is set to 0.1, a small but realistic number.
Figure 3B shows the simulation results for various probabilities of the driver using the turn signal in addition to checking the side view mirrors. As expected, the number of successful lane changes increases with the use of the turn signal. Drivers who do use the turn signal 10% of the time succeed about 95% of the time to change lanes in the allotted time frame, while those who always use it succeed almost 100% of the time. We observe that this increase is higher than what we would expect from the very small percentage of the drivers who slow down when seeing the signal. The cause of this is that even if several cars pass by without giving way, the driver only needs one left lane driver to give way to him.

3.2. The Impact of the Turn Signal Duration

In general, drivers are advised to signal “ahead of time”, that is, to allow the signal to be on for a certain amount of time before initiating a lane change. To verify this assumption, we run a series of experiments varying the turn signal wait time. Figure 4A shows the parameters for the simulation. These largely echo the ones from the previous experiment, with the probability of turn signal use set to 90%. Figure 4 shows the experimental results. As expected, the benefits of the turn signal need to be compounded with an appropriate wait time—activating the turn signal and immediately starting a lane change keeps the success rate essentially where it is without any turn signal at all.

3.3. Vehicle-to-Vehicle Communication

In this set of simulation studies, we consider the case described in Scenario 4, which is a case of V2V communication where the following vehicle communicates its location and velocity to the lane changing vehicle. Table 2 lists the common simulation parameters for the simulation studies in this section.

3.3.1. The Impact of V2V Transmission Range and Relative Velocity

In the first set of experiments, we varied both the relative velocity and the V2V transmission range. Figure 5A shows the experimental parameters for these simulation runs. The relative velocities had been studied for 1–5 mph faster compared to the current lane. For all relative velocities, we repeated the simulation for V2V transmission ranges between 167 and 400 inches. As expected, the higher the transmission range, the higher the probability of a successful lane change. At a transmission range of 400 inches (about two car lengths), the fraction of successful lane changes approaches 100%. Table 3 and Figure 6 summarize the statistical dispersion of the data with respect to Mean (M), Standard Deviation (S) and Variance (V). The data shows that the standard deviation and the variance get smaller as the range between the two vehicles increases. Smaller standard deviation and variance values indicate that the data points tend to be very close to the mean. In other words, by maintaining the proper distance between the two vehicles, it is possible to reduce the side-sweep accidents at a higher relative velocity.

3.3.2. The Impact of the Blind Spot When V2V Communication Is Present

One of the major sources of side-sweep accidents is the presence and size of blind spots. While drivers can check the presence of the vehicle in a blind spot by turning in the appropriate direction, in general, a lot more drivers fail to change the blind spot compared to those that fail to check the mirror. This problem is magnified when the mirrors are improperly adjusted (see Figure 7). This creates larger-than-optimal blind spots (compared with Figure 2, which shows the optimal adjustment).
We conjecture that V2V communication along the line described in Scenario 4 mitigates the problem. To verify this assumption, we ran a series of experiments with the V2V communications enabled and varying the size of the blind spot from 5 to 40 degrees (Figure 8). The effective percent of time of V2V communications is a variable. During these experiments, it was set to 90%. In other words, 15 CPM is equivalent to 900 cars for an hour; therefore, an of average 810 (900 × 0.90) for the number of left line cars with V2V per experiment.As expected, the V2V communication largely mitigates the presence and size of the blind spot, with the results being uniformly high, with little to no impact seen from the size of the blind spot.

3.3.3. The Impact of Driver Attention When V2V Communication Is Present

Another known cause of side-sweep accidents is the lack of attention of the driver. A measure of this value is the probability of the driver looking to the left when initiating a lane change. In previous work [20], we found this impact to be quite significant. Figure 9 shows the impact of the look percentage on the success of the lane change when V2V communication is enabled. As expected, V2V communications are enabled. As expected, V2V communications largely compensate for the inattention of the driver—The driver’s look probability has an essentially unobservable impact on the accident rate.

4. Conclusions

In this paper, we presented a simulation model for lane changing vehicles, with a special focus on side-sweep accidents. This simulation model can take into account many detailed aspects of the lane change process, such as the vehicle and road geometry, blind spots, driver behavior as well as communication technologies. Through a series of simulation studies, we considered the impact of traditional and novel communication technologies. We model the traditional way of communicating driver intent through turn signals and the response of the following drivers. We also model modern approaches of V2V communication where the following vehicle notifies the lane changing vehicle of its position and speed, and the automation in the lane changing vehicles overrides the driver’s lane change intent if there is a danger of collision. We found that that the existence of V2V communication can largely compensate for driver inattention and large blind spots created by incorrectly adjusted mirrors in the vehicle.
These results open up the possibility of several directions of future work. We are working on providing more detailed simulations that take into account the driver’s behavior as it interacts with the automation. Another direction includes other V2V communication modes. In this paper, we assumed that the notifications flow from the follower vehicle to the lane changing one, while the lane changing vehicle has the automation that can override a dangerous command from the driver. Other possibilities which we did not consider in this paper include the lane changing vehicle transmitting its intention to the follower as well as bidirectional communication models where the vehicles agree on a negotiated course of action.

Author Contributions

Gamini Bulumulle developed the software and performed the experiments, his PhD advisor, Ladislau Bölöni guided him on the research topics and supervised the research. Both authors contributed to the writing of the paper.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Levinson, D.M.; Kumar, A. The rational locator: Why travel times have remained stable. J. Am. Plan. Assoc. 1994, 60:8, 319–332. [Google Scholar] [CrossRef]
  2. Lee, S.E.; Olsen, E.C.; Wierwille, W.W. A Comprehensive Examination of Naturalistic Lane-Changes; Technical Report; National Highway Traffic Safety Administration: Washington, DC, USA, 2004.
  3. Wang, Y.-Z.; Yuan, Q.; Li, Y.-B. Modeling Multi-View Scenario of Driving Simulation on Typical Side-Impact Accidents. In Proceedings of the 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet), Beijing, China, 16–18 April 2011; pp. 470–473.
  4. Khodayari, A.; Ghaffari, A.; Nouri, M.; Salehinia, S.; Alimardani, F. Model Predictive Control System Design for Car-Following Behavior in Real Traffic Flow. In Proceedings of the 2011 International Conference on Vehicular Electronics and Safety (ICVES-2012), Tehran, Iran, 24–27 July 2012; pp. 87–92.
  5. Chen, Q.; Zhao, H.; Yao, C.-D.; Zou, T.F.; Li, G. Reconstruct Side Pole Impact Accidents by Computer Simulation. In Proceedings of the Third International Conference on Intelligent System Design and Engineering Applications (ISDEA-2013), Tianjin, China, 16–18 January 2013; pp. 1092–1095.
  6. Grinberg, I.; Wiseman, Y. Scalable parallel simulator for vehicular collision detection. Int. J. Veh. Syst. Model. Test. 2013, 8, 119–144. [Google Scholar] [CrossRef]
  7. Kim, D.; Lee, J.; Yi, K. Development of a Combined Steering Torque Overlay and Differential Braking Control for Side Crash Prevention. In Proceedings of the IEEE Vehicular Technology Conference, Seoul, Korea, 6–9 May 2012; pp. 1–5.
  8. Lin, C.F.; Juang, J.C.; Li, K.R. Active collision avoidance system for steering control of autonomous vehicles. IET Intell. Transp. Syst. 2014, 8, 550–557. [Google Scholar] [CrossRef]
  9. Svenson, A.L.; Gawron, V.J.; Brown, T. Safety Evaluation of Lane Change Collision Avoidance Systems Using the National Advanced Driving Simulator. In Proceedings of the 19th International Technical Conference on the Enhanced Safety of Vehicles, Washington, DC, USA, 31 July 2005.
  10. Guo, F.; Wotring, B.M.; Antin, J.F. Evaluation of Lane Change Collision Avoidance Systems Using the National Advanced Driving Simulator; Technical Report; National Highway Traffic Safety Administration (NHTSA): Alexandria, VA, USA, 2010.
  11. Abbas, T.; Tufvesson, F. Line-of-sight obstruction analysis for vehicle-to-vehicle network simulations in a two-lane highway scenario. In. J. Antennas Propag. 2013, 2013. [Google Scholar] [CrossRef]
  12. Young, S.K.; Eberhard, C.A.; Moffa, P.J. Development of Performance Specifications for Collision Avoidance Systems for Lane Change, Merging, and Backing. Task 2 Interim Report: Functional Goals Establishment; Technical Report; National Highway Traffic Safety Administration: Washington, DC, USA, 1995.
  13. Redelmeier, D.A.; Tibshirani, R.J. Are those other drivers really going faster? Chance 2000, 13, 8–14. [Google Scholar] [CrossRef]
  14. Fitch, G.; Lee, S.; Klauer, S.; Hankey, J.; Sudweeks, J.; Dingus, T. Analysis of Lane-Change Crashes and Near-Crashes; Technical Report; National Highway Traffic Safety Administration: Washington, DC, USA, 2009.
  15. Farah, H.; Koutsopoulos, H.N.; Saifuzzaman, M.; Kölbl, R.; Fuchs, S.; Bankosegger, D. Evaluation of the effect of cooperative infrastructure-to-vehicle systems on driver behavior. Transp. Res. Part C Emerg. Technol. 2012, 21, 42–56. [Google Scholar] [CrossRef]
  16. Talmadge, S.; Chu, R.; Eberhard, C.; Jordan, K.; Moffa, P. Development of Performance Specifications for Collisions Avoidance Systems for Lane Change Crashes; Technical Report; Transportation Research Board: Alexandria, VA, USA, 2000. [Google Scholar]
  17. Wang, J.S.; Knipling, R.R. Lane Change/merge Crashes: Problem Size Assessment and Statistical Description; Technical Report; U.S. Department of Transportation, National Highway Traffic Safety Administration: Alexandria, VA, USA, 1994.
  18. Knight, I. A Study of the Implementation of Directive 2007/38/EC on the Retrofitting of Blind Spot Mirrors to HGVs; Technical Report; Transport Research Laboratory of the European Commission: Wokingham, UK, 2012. [Google Scholar]
  19. Bulumulle, G.; Bölöni, L. Simulating the Impact of Blind-Spots on the Frequency of Side-Sweep Accidents. In Proceedings of the the Symposium on Theory of Modeling & Simulation: DEVS Integrative M&S Symposium, Alexandria, VA, USA, 12–15 April 2015; pp. 235–241.
  20. Bulumulle, G.; Bölöni, L. A Study of the Automobile Blind-Spots’ Spatial Dimensions and Angle of Orientation on Side-Sweep Accidents. In Proceedings of the Spring Simulation Multi conference (SpringSim-2016), Pasadena, CA, USA, 3–6 April 2016.
  21. Mazzae, E.; Garrott, W. Light Vehicle Rear Visibility Assessment; Technical Report; National Highway Traffic Safety Administration: Alexandria, VA, USA, 2008.
  22. Boyraz, P.; Hansen, J.H. Active Accident Avoidance Case Study: Integrating Drowsiness Monitoring System with Lateral Control and Speed Regulation in Passenger Vehicles. In Proceedings of the IEEE International Conference on Vehicular Electronics and Safety, Leicester, UK, 22–24 September 2008; pp. 293–298.
  23. Hu, X.; Eberhart, R.; Foresman, B. Modeling dRowsy Driving Behaviors. In Proceedings of the IEEE International Conference on Vehicular Electronics and Safety (ICVES), Indianapolis, IN, USA, 15–17 July 2010; pp. 13–17.
  24. Kuwana, J.; Itoh, M. Dynamic Angling Side-View Mirror for Supporting Recognition of a Vehicle in the Blind Spot. In Proceedings of the IEEE International Conference on Control, Automation and Systems, Ibaraki, Japan, 14–17 October 2008; pp. 2913–2918.
  25. Kaplan, K.; Kurtul, C.; Akın, H.L. Real-Time Traffic Sign Detection and Classification Method for Intelligent Vehicles. In Proceedings of the IEEE International Conference on Vehicular Electronics and Safety (ICVES), Istanbul, Turkey, 24–27 July 2012; pp. 448–453.
  26. Hu, W.; Xiao, X.; Xie, D.; Tan, T.; Maybank, S. Traffic accident prediction using 3-D model-based vehicle tracking. IEEE Trans. Veh. Technol. 2004, 53, 677–694. [Google Scholar] [CrossRef]
  27. Rizwan, O.; Rizwan, H.; Ejaz, M. Development of an Efficient System for Vehicle Accident Warning. In Proceedings of the 9th IEEE International Conference on Emerging Technologies, Lahore, Pakistan, 9–10 December 2013; pp. 1–6.
  28. Herrmann, S.; Schroven, F. Situation Analysis for Driver Assistance Systems at Urban Intersections. In Proceedings of the IEEE International Conference on Vehicular Electronics and Safety, Wolfsburg, Germany, 24–27 July 2012; pp. 151–156.
  29. Lin, B.F.; Chan, Y.M.; Fu, L.C.; Hsiao, P.Y.; Chuang, L.A.; Huang, S.S.; Lo, M.F. Integrating appearance and edge features for sedan vehicle detection in the blind-spot area. IEEE Trans. Intell. Transp. Syst. 2012, 13, 737–747. [Google Scholar]
  30. Saito, Y.; Hashimoto, N.; Tsugawa, S.; Kato, S. Development on Indicating System of Information of Deceleration Intention to following Vehicle-Suggestion and Fundamental Experiment. In Proceedings of the IEEE International Conference on Vehicular Electronics and Safety, Tsukuba, Japan, 24–27 July 2012; pp. 157–162.
  31. Carter, A. The status of Vehicle-to-Vehicle Communication as a Means of Improving Crash Prevention Performance; Technical Report; National Highway Transportation Safety Administration: Alexandria, VA, USA, 2005.
  32. Dang, R.; Ding, J.; Su, B.; Yao, Q.; Tian, Y.; Li, K. A Lane Change Warning System based on V2V Communication. In Proceedings of the 17th International IEEE Conference on Intelligent Transportation Systems (ITSC), Beijing, China, 8–11 October 2014; pp. 1923–1928.
  33. Chen, C.; Chen, Y. Real-Time Approaching Vehicle Detection in Blind-Spot Area. In Proceedings of the 12th International Conference on Intelligent Transportation Systems, Changhua, Taiwan, 4–7 October 2009; pp. 1–6.
  34. Riener, A.; Zia, K.; Ferscha, A.; Ruiz, C.B.; Rubio, J.J.M. AmI Technology Helps to Sustain Speed While Merging-A Data Driven Simulation Study on Madrid Motorway Ring M30. In Proceedings of the IEEE/ACM International Symposium on Distributed Simulation and Real Time Applications (DS-RT), Linz, Austria, 17–20 October 2010; pp. 111–120.
  35. Alonso, J.D.; Ros Vidal, E.; Rotter, A.; Muhlenberg, M. Lane-change decision aid system based on motion-driven vehicle tracking. IEEE Trans. Veh. Technol. 2008, 57, 2736–2746. [Google Scholar] [CrossRef]
  36. Ammoun, S.; Nashashibi, F.; Laurgeau, C. An Analysis of the lAne Changing Manoeuvre on Roads: The Contribution of Inter-Vehicle Cooperation via Communication. In Proceedings of the Intelligent Vehicles Symposium, Paris, France, 13–15 June 2007; pp. 1095–1100.
  37. Young, C.P.; Chang, B.R.; Wei, T.Y. Highway vEhicle Accident Reconstruction Using Cooperative Collision Warning Based Motor Vehicle Event Data Recorder. In Proceedings of the Intelligent Vehicles Symposium, Tainan, Taiwan, 3–5 June 2009; pp. 1131–1136.
  38. Young, C.P.; Chang, B.R.; Lin, J., Jr.; Fang, R.Y. Cooperative Collision Warning Based Highway Vehicle Accident Reconstruction. In Proceedings of the Eighth International Conference on Intelligent Systems Design and Applications, Taizhong, Taiwan, 26–28 November 2008; Volume 1, pp. 561–565.
  39. Lee, I.J. An Accident Detection System on Highway Using Vehicle Tracking Trace. In Proceedings of the International Conference on ICT Convergence, Chungnam, Korea, 28–30 September 2011; pp. 716–721.
  40. Khan, M.; Bölöni, L. Convoy Driving Through Ad-Hoc Coalition Formation. In Proceedings of the IEEE Real-Time and Embedded Technology and Applications Symposium (RTAS), San Francisco, CA, USA, 7–10 March 2005; pp. 98–105.
  41. Luo, Y.; Turgut, D.; Bölöni, L. Modeling the strategic behavior of drivers for multi-lane highway driving. J. Intell. Transp. Syst. 2015, 19, 45–62. [Google Scholar] [CrossRef]
Figure 1. A sequence of screenshots from the simulator, illustrating a car moving in the middle lane of the highway.
Figure 1. A sequence of screenshots from the simulator, illustrating a car moving in the middle lane of the highway.
Jsan 05 00019 g001
Figure 2. The geometric model used to simulate the blind spots in the lane change simulator. In this case, the mirrors are in the optimal arrangements for the minimization of the size of blind spots.
Figure 2. The geometric model used to simulate the blind spots in the lane change simulator. In this case, the mirrors are in the optimal arrangements for the minimization of the size of blind spots.
Jsan 05 00019 g002
Figure 3. (A) the parameters for simulating the impact of the turn signal; (B) the rate of successful lane change function of the probability of the driver to use the turn signal.
Figure 3. (A) the parameters for simulating the impact of the turn signal; (B) the rate of successful lane change function of the probability of the driver to use the turn signal.
Jsan 05 00019 g003
Figure 4. (A) the parameters for simulating the impact of the turn signal duration; (B) the rate of successful lane change function of the driver wait time.
Figure 4. (A) the parameters for simulating the impact of the turn signal duration; (B) the rate of successful lane change function of the driver wait time.
Jsan 05 00019 g004
Figure 5. (A) experimental parameters; (B) the impact of relative velocity and vehicle-to-vehicle (V2V) transmission range on the rate of successful lane changes.
Figure 5. (A) experimental parameters; (B) the impact of relative velocity and vehicle-to-vehicle (V2V) transmission range on the rate of successful lane changes.
Jsan 05 00019 g005
Figure 6. The line of view of the driver with the left mirror improperly adjusted.
Figure 6. The line of view of the driver with the left mirror improperly adjusted.
Jsan 05 00019 g006
Figure 7. The line of view of the driver with the left mirror improperly adjusted.
Figure 7. The line of view of the driver with the left mirror improperly adjusted.
Jsan 05 00019 g007
Figure 8. The fraction of successful lane change function of the angle of the blind spot in the presence of V2V communication.
Figure 8. The fraction of successful lane change function of the angle of the blind spot in the presence of V2V communication.
Jsan 05 00019 g008
Figure 9. The fraction of successful lane change function of the probability of the driver looking before initiating the change, in the presence of V2V communication.
Figure 9. The fraction of successful lane change function of the probability of the driver looking before initiating the change, in the presence of V2V communication.
Jsan 05 00019 g009
Table 1. Default input parameters of the simulation.
Table 1. Default input parameters of the simulation.
ParametersValues
Traffic parameters
Traffic density5–25 cars per minute
Velocity of the lane changing vehicle65 mph
Relative velocity of vehicles on the target lane1–6 mph
Vehicle geometry
Vehicle length192 inches
Field of view—left and rear view15°, 60°
Driver model
Probability of driver checking mirrors0.83
Driver update times8 s
Minimum spacing ratio between cars2 times length
Turn signal parameters
Maximum turn signal wait time20 s
Driver wait time2–16 s
Probability of the following driver slowing down0.1
Braking time50
Brake speed0.999/s
Vehicle-to-Vehicle (V2V) parameters
Probability of left lane cars equipped with V2V technology10%–100%
V2V transmission range100–400 inches
Table 2. Common simulation parameters for the vehicle-to-vehicle (V2V) simulation studies.
Table 2. Common simulation parameters for the vehicle-to-vehicle (V2V) simulation studies.
ParametersValues
Probability of the driver using the turn signal0.9
Maximum turn signal wait time20 s
Driver wait time16 s
Probability of left lane car being equipped with V2V technology10%–100%
V2V transmission range100–400 inches
Table 3. Statistical dispersion of the data with respect to Mean (M), Standard Deviation (S) and Variance (V).
Table 3. Statistical dispersion of the data with respect to Mean (M), Standard Deviation (S) and Variance (V).
Distance = 100Distance = 140Distance = 200Distance = 300Distance = 380
RVMSVMSVMSVMSVMSV
1–50.7460.0840.0070.790.0840.0070.8560.0430.0020.9340.3780.00140.9760.0270.0007
Relative Velocity (RV).

Share and Cite

MDPI and ACS Style

Bulumulle, G.; Bölöni, L. Reducing Side-Sweep Accidents with Vehicle-to-Vehicle Communication. J. Sens. Actuator Netw. 2016, 5, 19. https://doi.org/10.3390/jsan5040019

AMA Style

Bulumulle G, Bölöni L. Reducing Side-Sweep Accidents with Vehicle-to-Vehicle Communication. Journal of Sensor and Actuator Networks. 2016; 5(4):19. https://doi.org/10.3390/jsan5040019

Chicago/Turabian Style

Bulumulle, Gamini, and Ladislau Bölöni. 2016. "Reducing Side-Sweep Accidents with Vehicle-to-Vehicle Communication" Journal of Sensor and Actuator Networks 5, no. 4: 19. https://doi.org/10.3390/jsan5040019

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop