# The Car Following Model with Relative Speed in Front on the Three-Lane Road

Authors: Zichu Gao; Ning Zhang; Livia Mannini; Ernesto Cipriani
Journal: Discrete Dynamics in Nature and Society
 (2018)

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## Abstract

An improved car following model on one road with three lanes is presented in this paper, which considers the relative velocity in front on the main lane and the left and the right adjacent lanes. The stability criterion and neutral stability curve are obtained by linear stability theory. The nonlinear stability analysis is investigated further to get the solution of the modified Korteweg-de Vries (mKdV) equation and get the three areas of stability, metastability, and unstability. The new LRVD model (left and right lane velocity difference model) with bigger stable area can stabilize middle lane traffic flow better, which is proved by the linear theory, nonlinear theory, and the simulation. The LRVD model shows if drivers on the middle lane pay more attention to more cars in front on the two side lanes on the three-lane road, the middle lane traffic flow is certain to be more stable in real life. On the complex three-lane road, if intelligent traffic management system based on the huge traffic data for drivers is applied in real life, it is very helpful to ensure traffic safety, which is also the trend of transportation development in future.


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## Body

## 1. Introduction

With the development of the economy, transportation has made great progress. The road congestion problem especially has attracted more and more attention. Therefore, the relationship of vehicles in traffic flow becomes an importation issue. Car following theory is a main method to study cars behavior in the microscopic traffic flow. In 1995, Bando et al. [1] proposed an optimal velocity model, OV car following model. A lot of important models on one single road appeared [2–16]. In 2000, Jiang et al. [5] proposed the full speed difference car following model (FVD), which was based on the positive and negative speed difference. Li et al. [15] proposed an improved model reconsidering the influence of safety distance and velocity difference on the acceleration of following car. Then Yu et al. [17] proposed the LVD model to explain cars behavior on the two-lane road, which indeed enhances the stability of model to describe the real phenomenon. However limited research has been done which considers the three-lane road in the real traffic situation. Chen et al. [18] proposed a three-lane traffic flow model to investigate the effect of car accidents on the traffic flow. The extended lane-changing rules are presented in this model. The cases where the car accidents occupy the exterior or interior lane, the medium lane, and two lanes are studied by numerical simulations. The results show that the car accident has a different effect on the traffic flow when it occupies different lanes. The car accidents have a more serious effect on the whole road when they occupy two lanes. The larger the density is, the greater the influence on the traffic flow becomes. Until now scholars have not considered how the cars behavior is affected by the relative speed in front on the three lanes of one road. In fact, with the development of society, more and more roads with high traffic capacity have been developed to adapt to the rapid social life. So this research on the three-lane road is very necessary. But no existing models can explain the complicated phenomenon that cars behavior on the middle lane with cars driving in front of the three lanes of one road in real life, but which is more common. If the cars ahead on the left or right lane slow down, the following driver on the middle lane may think the signal light in front has turned red, or there are some traffic accidents or traffic jam in front. This will cause the cars on the middle lane to also slow down. If the cars ahead on the left or right lane speed up, the drivers on the middle lane may believe a smaller number of cars run in front, which causes the driver to increase the speed too, or the drivers on the middle lane would like to decrease their speed, since they want to avoid cars on the adjacent lanes having to change lanes which could cause an accident when some emergency appears in front on the adjacent lane. On the three-lane road especially, cars’ acceleration may appear on one adjacent lane and deceleration phenomenon could happen on the other adjacent lane at the same time, which must be more complicated. So it is meaningful for us to study the complex phenomenon above on three lanes by considering the relative speed ahead on the three lanes on one road to explain these complex phenomena in this paper.In this paper, the new LRVD model is proposed, which studies the cars behavior on the middle lane of one road with three lanes. In Section2, the LRVD model is elaborated in detail. In Section 3, the linear analysis theory of LRVD model, including the neutral curve, is presented. In Section 4, by studying the nonlinear theory, we get the coexisting curve of the model, which divides the traffic flow into stable, metastable, and unstable regions. In Section 5, simulation results also prove LRVD model indeed enhances the stability of the traffic flow. The last section concludes some remarks of LRVD model.


## 2. Model

At the very beginning, Chowdhury et al. [4] proposed car following model on one single road just as follows:(1)dxn2dt2=fstivn,Δxn,Δvn,where the function fsti(·) represents the drivers’ response to the stimulus, which is related to the speed of nth car vn, the relative speed between the cars in front of the nth car and the nth car, and the distance between them.Newell [6] proposed a simple single road car following model.(2)dxnx+τdt=VΔxnt,where V(Δxn(t)) is the optimal velocity function, which just contains the distance between the nth car and the car in front. τ is the delay time; the driver of the nth car can respond to the stimulus of the (n+1)th car in front after the time lag τ.Yu [8] considered that the optimal velocity may be determined not only by the successive space but also by the response to the stimulus of the relative velocity. In this case, dxn(t+τ)/dt=VΔxn(t),Δvn(t), which further describes the car following process as follows, namely, RV model:(3)d2xntdt2=αVΔxnt-vnt+k1Δvnt.Yu et al. [17] proposed the LVD model based on the RV model, which considers the impact from the relative velocity on the main and adjacent lanes. By expanding (2) into dxnt+τ/dt=VΔxn(t),Δvn(t),ΔvnLVD(t), and assuming VΔxn(t),Δvn(t),ΔvnLVD(t) = V(Δxn(t))+λ1Δvn(t)+λ2τΔvnLVD(t), the LVD model is obtained as follows:(4)d2xntdt2=αVΔxnt-vnt+k1Δvnt+λ2ΔvnLVDt.The scholars have improved the car following model in many aspects before; however no paper was taken with regard to the cars behavior on the middle lane of the three-lane road. In fact, one road with three same lanes, as Figure1 has shown, is more common than one single road or two-lane road in real life. Considering the complex phenomena above, the LRVD model is proposed in this paper. Equation (2) can be expanded into such differential equation:(5)dxnt+τdt=VΔxnt,Δvnt,ΔvnLVDt,ΔvnRVDt,where ΔvnLVD(t)=mean(vmL,vm+1L,…,vm+s-1L)-vn, and ΔvnRVD(t)=mean(vkR,vk+1R,…,vk+s-1R)-vn. vn is the speed of the nth car on the main lane. s is the car number on the left lane and the right lane. The mean(vmL,vm+1L,…,vm+s-1L) is the average speed of all the cars on the left lane. The mean(vkR,vk+1R,…,vk+s-1R) is the average speed of all the cars on the right lane.Figure 1
Three-lane road traffic situation.Here we suppose the linear combination ofVΔxn(t),Δvn(t),ΔvnLVD(t),ΔvnRVD(t):(6)VΔxnt,Δvnt,ΔvnLVDt,ΔvnRVDt=VΔxnt+λ1Δvnt+λ2τΔvnLVDt+λ3τΔvnRVDt.Then after applying Talor expanding to (5), we get the following model:(7)d2xntdt2=αVΔxnt-vnt+k1Δvnt+λ2ΔvnLVDt+λ3ΔvnRVDt,where k1=λ1/τ and λ1 is the response coefficient of the relative speed between the nth car and the (n+1)th car in front. λ2 is the response coefficient of the relative speed between cars on the main and left adjacent lane, which are just in front of the nth car. λ3 is the response coefficient of the relative speed between cars on the main and right adjacent lanes, which are just in front of the nth car.V ( Δ x n ( t ) ) is the optimal velocity of nth car at time t, which is defined as follows: (8)VΔxn=vmax2tanh⁡Δxn-hc+tanh⁡hc,where hc is the safe distance of successive cars and vmax is the maximum velocity. Note that when we ignore the relative speed on the right adjacent lane, namely, λ3=0, the LRVD model proposed can be degenerated to the LVD model. Then if we also ignore the relative speed on the left adjacent lane and the right adjacent lane, λ2=λ3=0, the LRVD model proposed can be degenerated to the RV model. Further, if we continue to ignore the relative speed on the main lane, namely, λ1=λ2=λ3=0, the new LRVD model can be degenerated into the original OV model. So the theory continuity of the OV, RV, LVD and LRVD models indicates the LRVD model proposed is reasonable and it can indeed explain some complicated phenomenon on three-lane road that scholars have not studied before. In a word, LRVD model is the basement of the three-lane road traffic phenomenon.The dynamic equation (7) can be discretized by the asymmetric forward difference, so we get(9)xnt+2τ=xnt+τ+τVΔxnt+λ1Δxnt+τ-Δxnt+λ2τ1s∑j=1sΔxm+j-1Lt-Δxnt+λ3τ1s∑j=1sΔxk+j-1Lt-Δxnt.Here, λ1, λ2, and λ3 are defined as follows: (10)λ1=π,Δxn<sc,0,Δxn≥sc,λ2=η,ΔxmL<sc,0,ΔxmL≥sc,λ3=ϕ,ΔxkR<sc,0,ΔxkR≥sc,where π, η, ϕ are the given response coefficients and sc is a critical successive space. If the distance between the two successive cars on the main lane is more than Δxn, the speed difference of these two cars would not affect the following car’s behavior at all. If the distance between the car on the main lane and the car in front of it on the left adjacent lane is beyond the critical successive space, these two cars’ relative speed can be ignored. If the distance between the car on the main lane and the car in front of it on the right adjacent lane is more than the critical successive space sc, these two cars’ relative speed can be ignored together.Eq. (9) can be rewritten as(11)Δxnt+2τ=Δxnt+τ+τVΔxn+1t-τVΔxnt+λ1Δxn+1t+τ-Δxn+1t-Δxnt+τ+Δxnt+λ2τ1s∑j=1sΔxm+jLt-Δxm+j-1Lt-Δxn+1t-Δxnt+λ3τ1s∑j=1sΔxk+jRt-Δxk+j-1Rt-Δxn+1t-Δxnt.


## 3. Linear Stability Analysis

The hypotheses of LRVD model are (a) cars cannot change their lane, (b) the three lanes on one road are the same, (c) neither overtaking nor ramp exists in this model, and (d) all the cars on the right and left adjacent lanes can be affected by the cars in front on the middle lane and also on their own respective lanes.Here we study the uniform traffic flow stability on each lane, which is given as the solution of the uniformly steady state of (9), which is shown as(12)xn0t=hn+Vht,h=LN1,xmL0t=hlm+Vlhlt,hl=LN2,xkR0t=hrk+Vrhrt,hr=LN3,where N1, N2 and N3 represent the number of cars on the main lane, the left adjacent lane, and right adjacent lane; h, hl, and hr are the successive space on the main lane, the left adjacent lane, and the right adjacent lane; L is the length of the road; V(h), Vl(hl), and Vr(hr) indicate the optimal speed of the main lane, the left adjacent lane, and the right adjacent lane; xn(0)(t), xmL(0)(t), and xkR(0)(t) are the position of the nth car on the main lane, the mth car on the left adjacent lane, and the kth car on the right adjacent lane at t=0 in the stable state.Considering the small perturbation into the steady state solutions in (12), xn(t)=xn(0)(t)+yn(t),  xmL(t)=xmL(0)(t)+ymL(t), and the linear stability equation can be obtained:(13)Δynt+2τ=Δynt+τ+τV′Δyn+1t-Δynt+λ1Δyn+1t+τ-Δyn+1t-Δynt+τ+Δynt+λ2τ1s∑j=1sΔym+jLt-Δym+j-1Lt-Δyn+1t-Δynt+λ3τ1s∑j=1sΔyk+jRt-Δyk+j-1Rt-Δyn+1t-Δynt,where V′h=dVΔx/dΔx. Expanding Δy into the (13) with Δynt=Aexp⁡ikn+zt, (14)ΔymLt≅γAexp⁡ikn+zt,ΔykRt≅γAexp⁡ikn+zt,where γ represents the average strength coefficient which describes the perturbations between the main lane and the adjacent lanes. Then we get (13) as follows:(15)e2zτ=ezτ+V′eik-1τ+λ1eik+zτ-eik-ezτ+1+λ2τrs∑j=1seikj-eikj-1-eik-1+λ3τrs∑j=1seikj-eikj-1-eik-1.Inserting z=z1ik+z2ik2+⋯ into (15), we obtain(16)z1=V′+λ2+λ3γ-1,z2=-32z12τ+V′2+λ1z1+λ2+λ3γs-12.The flow is unstable ifz2<0, and stable if z2>0. So the neutral stability condition is given by z2=0:(17)τ=V′+2λ1z1+λ2+λ3γs-13z12.Considering the inverse of delay timeτ which is the critical sensitivity αc, the neutral stability curve is shown as follows:(18)αc=3V′+λ2+λ3γ-12V′+2λ1V′+λ2+λ3γ-1+λ2+λ3γs-1.The unstable and stable areas are(19)αc<3V′+λ2+λ3γ-12V′+2λ1V′+λ2+λ3γ-1+λ2+λ3γs-1,αc>3V′+λ2+λ3γ-12V′+2λ1V′+λ2+λ3γ-1+λ2+λ3γs-1.In Figure2, suppose that the OV model with λ1=λ2=λ3=0, RV model with λ1=0.2, λ2=λ3=0, the LVD model with λ1=λ2=0.2, λ3=0, γ=0.4, the LRVD model with λ1=λ2=λ3=0.2, γ=0.4, s=1, and vmax=3m/s. Through Figure 2, we know the stable area of LRVD model is the biggest compared to others, which means considering the cars’ relative speed on the third adjacent lane indeed improves the traffic flow stability. So it is necessary to propose the new LRVD model in this paper, which also can describe the real traffic phenomenon on the three-lane road in real life.Figure 2
Neutral stability curves and coexisting curves of OV, RV, LVD, and LRVD models.As Figure3 has shown, if drivers on the middle lane pay more attention to the cars behavior on the two adjacent lanes, the stable area is much bigger. The more attention is paid, the more stable the area is. So if the drivers on the middle lane pay more attention to the cars’ speed on the two side lanes, the traffic flow on the middle lane will be more stable.Figure 3
Different stable curves with differentλ2 and λ3 in LVRD model.As Figure4 has shown, if the drivers on the middle lane pay the same attention to the two other lanes, the more cars on the two adjacent lanes are considered by the drivers on the middle lane and the more stable the traffic flow on the middle lane will be.Figure 4
Different stable curves with different car numbers on the two adjacent lanes in LVRD model.Through Figures3 and 4, we realize the cars’ driving truth on the three-lane road. Firstly, if the drivers on the middle lane pay more attention to the other lanes, rather than only see the cars on middle lane or one adjacent lane just like the existing model only on the single road or two-lane road, the traffic flow on the middle lane must be more stable. Secondly, in the same condition of the middle lane, if more cars in front on the two adjacent lanes are noticed by the driver on the middle lane, the middle lane traffic flow is certain to be more stable.


## 4. Nonlinear Stability Analysis

To prove that the relative speed on the three lanes on one road indeed affects the traffic flow on the middle lane effectively, we conduct a nonlinear stability of the LRVD model. Here the nonlinear method is used to study the slowly varying behavior of long waves near the critical point(hc,ac), and the slow scales for space variable n and time variable t. The slow variables X and T are defined as follows:(20)X=εn+bt,T=ε3t,0<ε≪1,where b is a constant to be decided later. Considering a small disturbance εR(X,T), the distances between the two successive cars can be rewritten as follows: (21)Δxnt=hc+εRX,T.Then expanding (11) to the ε fifth order by substituting (20) and (21), we can get the nonlinear partial differential equation as follows:(22)ε2b-V′-λ2+λ3γ-1∂XR+ε33b2τ2-V′2-λ1b-λ2+λ3γs-12∂X2R+ε4∂TR+76b3τ2-V′6-λ1b1+bτ2-λ2+λ3rs2-16∂X3R-V′′′6∂XR3+ε558b4τ3-V′24-λ1b2b2τ2+3bτ+212-λ2+λ3s3γ-124∂X4Rε53bτ-λ1∂X∂TR-V′′′12∂X2R3=0.Near the critical point (hc,ac), (22) is written as(23)ε4∂TR-g1∂X3R+g2∂XR3+ε5g3∂X3R+g4∂X2R3+g5∂X4R=0,where (24)g1=V′6+λ1b1+bτc2+λ2+λ3γs2-16-7b3τc26,g2=-V′′′6,g3=3b2τc2,g4=6bτc-2λ1-112V′′′,g5=-238b4τc3+12τc-4λ1-124V′+λ15b2τc4+5b3τc22-λ1b1+bτc2-b6+λ2+λ312bτc-4λ1γs2-1-γs3-124.Then a transformation for (23) is shown as follows:(25)T′=g1T,R=g1g2R′.Here, the regularized equation of (23) is obtained:(26)∂TR′-∂X3R′+∂XR′3+εg3g1∂X2R′+g4g2∂X2R′3+g5g1∂X4R′=0.Ignoring the O(ε) term in (26), we get the modified KdV equation (27)R′0X,T′=ctanh⁡c2X-cT′,where c is the propagation velocity of the kink wave, which is determined by O(ε) term. In order to decide the value of c, the solvability condition must be satisfied:(28)R′0,MR′0=∫-∞∞dXR′0X,T′MR′0X,T′=0,where (29)MR′0=g3g1∂X2R′+g4g2∂X2R′3+g5g1∂X4R′.After integration, we get the selected speed c=5g2g3/2g2g5-3g1g4. Then, the solution of the modified KdV equation is obtained(30)RX,T=g1cg2tanh⁡c2X-cg1T.From (8), we know V′=vmax/2, V′′′=-vmax. The amplitude of the kink solution is given by A=[g1c/g2(ac/a-1)]1/2 with(31)ac=3vmax+2λ2+λ3γ-122vmax+4λ1vmax+2λ2+λ3γ-1+4λ2+λ3γs-1.Through the mKdV equation, the coexisting curves are obtained. The coexisting phase consists of congested phase with high density and freely moving phase with low density. The successive space in freely moving phase isΔx=hc+A, and that in congested phase is Δx=hc-A. The coexisting curve and neutral stability curve divide the whole area into stable, metastable, and unstable areas, just as Figure 2 has shown.


## 5. Simulation

In this section, we use simulation results to describe the LRVD model. The initial parameters are given as follows:On the main lanevmax=4m/s, hc=4m, a=2 s−1, vn0=2m/s, N=50, and T=0.1 s, where N is the car number and T is the time step.On the left and right side lanes:vmL0=vkR0=2m/s, NL=NR=50, and hm=hk=4m; all the cars on the two side lanes and the main lane keep the same characteristics during the whole simulation. All the cars are driving at the speed of 2 m/s until 100 s on their own lanes. From 100 s to 103 s, the leading car on the main lane stops for three seconds as a disruption to the traffic flow, and then the leading car runs later at the recovery speed of 2 m/s.Here in the SLVD model,λ1=λ2=λ3=0.2. In the LVD model, λ1=λ2=0.2, λ3=0. Figure 5 shows the speed fluctuation of the 3rd, 25th, and 50th cars after 100 s, when λ2=λ3=0.2 in LRVD model and λ2=0.2, λ3=0 in the LVD model.Figure 5
(Color online) speed-time profile of the LRVD model (a) and LVD model (b) after the first car stops from the 100 s to 103 s. (a)λ1=λ2=λ3=0.2 (b) λ3=0, λ1=λ2=0.2. As time passes by, the red line represents the speed fluctuation of the 3rd car behind the first car, the blue line represents the speed fluctuation of the 25th car, and the green line represents the speed fluctuation of the 50th car.
(a) (b)When perturbation is set in the stable traffic flow, it will be amplified with time. The traffic jam, go-and-stop wave and speed fluctuation will all appear in the simulation. In Figure5, the speed fluctuation in LRVD model is smaller than that in LVD model, which means the stability of LRVD model has been improved compared to the LVD model. The cars run with less perturbation effect when considering the relative speed on the other adjacent lane in LRVD model.To explore the improved stability of LRVD model, we pay attention to the distances between the first car and every following car behind it on the main lane. Figure6 shows the distance-time patterns of LRVD model and LVD model, from which we realize the leading car’ perturbation propagates backward after it stops at 100 s. From Figure 6, we know the LRVD model recovers its stable state much earlier than LVD model. The distance between the 50th car and the leading car in LVD model recovers the distance in stable state at about 145 s; but the distance between the 50th car and the leading car in LRVD model recovers its stable distances at 141 s. In fact, the traffic flow will recover its stable state with different time, just because of the different stability of the different model. The LVD model needs more time, but LRVD model needs less time. This simulation results mean, under the same traffic situation in real life, the LRVD is more stable than LVD model.Figure 6
(Color online) distance-time profile of the LRVD model (a) and LVD model (b). The first car stops from 100 s to 103 s with (a) LRVD modelλ1=λ2=λ3=0.2 (b) λ3=0, λ1=λ2=0.2. The red line shows the end of the distance change. The LRVD needs 141 s, and LVD model needs 145 s.
(a) (b)Results of the simulation shown in Figure6 are described below (reaction time τ is 0.1 s).( 1 ) When t=100 s, the first car stops; then all the distances between the first car and each car that follows start decreasing. At that time, the driver of the second car cannot react from the first car’s stopping. So all the following cars, from the second car to the last one, go on running at the uniform linear motion on the main lane with the speed of 2 m/s.( 2 ) When t=100.1 s, the second car reacts to the first car stopping and starts to decelerate. Because of the time delay τ, the second driver decides its acceleration value according to the acceleration formula with the relative speed, relative distance, and the second car’s speed information and so on at the last time. Here the second driver gets its deceleration value from the relative speed, its own speed, and relative distance with the leading car at t=100 s. Then, based on the acceleration value, the second driver moves according to the v100.1s=v100s+at, x100.1s=x100s+v100st+1/2at2 from t=100 s to t=100.1 s, by which we get all the relevant parameters value at t=100.1 s. At t=100.1 s, v1=0, v2<v3, v3=2 m/s, and Δx(2)<Δx(3)<4m. (Δx(i)=x(i)-x(i-1)). The remaining cars, from the third car to the last one, go on running at the uniform linear motion with a speed of 2 m/s.( 3 ) When t=100.2 s, the third car realizes the second car has decelerated, so it starts to decelerate. At this time, Δx(2)<Δx(3)<Δx(4)<4m, Δx(i)=x(i)-x(i-1), a1=0, a2<a3<0. The remaining cars, from the fourth car to the last one, go on running at the uniform linear motion with a speed of 2 m/s.( 4 ) The following ith car decelerates according to the (i-1)th car ahead deceleration so that Δx(2)<Δx(3)<⋯<Δx(i+1)<4m, and a1=0, a2<a3<⋯<ai<0, ai+1=0, v1=0, v2<v3<⋯<vi<2 m/s, vi+1=2 m/s. During the time interval from 100 s to 103 s, we may expect 30 cars to be affected by this disturbance. However, the disturbance does not spread so fast: in fact, the cars in front, from the second one to the fifth car, are affected every τ until 100.4 s because of ai>0. But the speed of the cars, which are behind jth car (j>i, here j=6 in our simulation), will change much less every τ time, because aj≈0, ajt≈0, vj=vj,0+ajt. In this case, the successive distance after jth car even seems to be not changed. But as time passes by, during the 100 s to 103 s, the cars in front keep decelerating, so the following cars will repeat the same decelerating process above; in fact, the decelerating wave spreads backward.( 5 ) At t=103 s, only 11 cars in front decelerate, while all the following cars keep with the same speed of 2 m/s and the successive space of 4 m in the stable state. All the distances between the first car and each following car must decrease during the whole three seconds so that Δx(2)<Δx(3)<⋯<Δx(12)<4m, and Δx(13)=⋯=Δx(50)=4m. At t=103 s, we assume that the first car instantaneously recovers its stable speed of 2 m/s; soon before this instant, all the distances between the first car and each following car have reached their minimum value.( 6 ) After the first car has recovered the stable speed (2 m/s), the second car reacts and begins to accelerate at the 103.1 s, but its speed being lower than 2 m/s, Δx(2) keeps increasing until Δv(2)=0. After this time, Δx(2) recovers the stable value of 4 m with some fluctuation in the end.7 Later, at t=103.2 s, the third one realizes the second car begins to increase its speed, but according to the adopted numerical values of the parameters, the simulation shows initially that v(2)<v(3), despite the fact that the third car keeps decelerating while the second car is accelerating until v(2)=v(3). At that time, the 3rd car acceleration is zero, which has reached its minimum value; then, the third car begins to accelerate because of v(2)>v(3), and Δv(3) keeps increasing until the third car recovers its stable speed of 2 m/s. Then, after some fluctuation, Δx(3) will recover the stable distance of 4 m, but this phenomenon will happen after Δx(2) finishes recovering the same stable distance. From 103 s, the distance between the first car and third car keeps increasing from the minimum value up to reach the stable state with some fluctuation in the end.( 8 ) The 11 cars in front, which have already decreased their speed, will repeat similar process as shown in part 7. Take the ith car as an example; the ith car decelerates firstly because of v(i-1)<v(i) until v(i-1)=v(i). At this time, ai=0, the successive space Δx(i) decreases at the lowest distance. Then, with the (i-1)th car accelerating, ith car keeps accelerating, v(i-1)>v(i). Finally Δx(i) keeps increasing up to the stable value of 4 m, which occurs after the (i-1)th car has recovered the same distance with respect to the (i-2)th car.( 9 ) Other following cars behind the 11th car have not decelerated yet. So, each car has to repeat the same process as 11 cars ahead, in the deceleration phase firstly during 100 s to 103 s, and after 103 s keeps decelerating at first till the relative speed increases to zero and begins to accelerate later until reaching the stable state, as parts 7 and 8 have described above. For each following car the same process occurs, so the following car indeed needs more time to react to the behavior of the car ahead, which is in compliance with the kinematic wave theory.( 10 ) After 103 s, when each following car begins to decelerate, the distance between the first car and this following car starts to increase at once up to reach the stable state distance with some fluctuation in the end. So the recovery wave in Figure 6 propagates obliquely up and back until the last car recovers the stable state.


## 6. Conclusions

In this paper, we presented a new LRVD model through considering the relative speed in front on the three-lane road. The original OV model has been developed into RV, LVD, and especially LRVD model in this paper, which can portray more complex realistic traffic phenomenon of the cars driving behavior on the middle lane of the three-lane road. The linear analysis is studied to get the neutral stability curve. The nonlinear analysis is studied to obtain the mKdV equation and the coexisting curve, by which the area is divided into three regions of stable, metastable, and unstable. The simulation results about distance-time profile are accordant with the analysis. The stability of traffic flow of LRVD model has been proved to be improved compared to the LVD model on two lanes. The LRVD model shows if the drivers on the middle lane pay more attention to more cars on the two adjacent lanes in real life, the middle lane traffic flow is certain to be more stable. All the methods, including the linear, nonlinear analyses, and simulation prove that LRVD model with three lanes indeed stabilize traffic flows much better and capture traffic flow characteristic on the three-lane road in real life more effectively. On the complex three-lane road, if intelligent traffic management system based on the huge traffic data for drivers is applied in the real life, it is very helpful to ensure traffic safety, which is also the trend of transportation development in future.



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*Source: 7560493-2018-04-10.xml*