Connectivity Analysis of Vehicles in Highway with One Entry/Exit and One RSU ()
1. Introduction
Network connectivity is one of the most fundamental issues in Vehicular Ad Hoc Networks (VANETs). A higher connectivity in VANETs can ensure the timeliness for various kinds of data transmission. The previous studies indicated that the entries/exits in highway scenario can affect the network connectivity [1] [2] and deploying RSUs on the entries/exits is an effective method to improve the network connectivity [3] [4]. As so far, there is no study that focuses on the network connectivity modeling of such scenario. Thus, it is necessary to build an analytical model to study the network connectivity of highway scenario with entries/exits and RSUs, and it is also interesting to analyze the impacts of several parameters on the network connectivity in such scenario.
In this paper, we build an analytical model to study the network connectivity of highway scenario with one entry/exit and one RSU. We consider a unidirectional highway road with one entry/exit uniformly distributed on the road interval. One RSU is located on the position of the entry/exit. In building the analytical model, we divide the highway road into several road intervals, and analyze both the connectivity of each road interval and the connectivity of neighbor road interval. Moreover, we take into account several parameters, such as vehicle arrival rate, vehicle moving speed, vehicle communication radius, RSU communication radius, highway road length and the probability of vehicles driving through the entry/exit. The analytical model is verified by using simulation tools, and the analytical model can be used to analyze the impacts of several parameters on the network connectivity.
The remainder of the paper is organized as follows. Section II reviews related work in the literature. Section III derives the connectivity analytical model. Section IV presents simulation results to verify the accuracy of the analytical model. Section V concludes this paper.
2. Related Work
Connectivity analysis for a highway scenario in a VANET has been studied in the literature [5] [6] [7]. Most of the present work studies the connectivity of highway scenario without considering entries/exits [5] [6] [7]. In [5], Neelakantan et al. focused on the connectivity analysis of a VANET from a physical perspective and investigated the minimum transit power used by vehicles to guarantee network connectivity. In [6], Shao et al. investigated the connectivity probabilities for V2V and V2I communication scenarios in one-way and two-way platoon-based VANETs and designed a connectivity-aware MAC protocol. In [7], Kwon et al. modeled the 1-D network as geometric elements of lines and points and analyze the connectivity of the network using geometric probability. However, in all of the above work, the network connectivity was studied for a highway scenario without considering entries/exit. In [1], Khabazian et al. presented a connectivity analytical model for a highway scenario with multiple entries/exits, but without considering the deployment of RSUs. This work is on the basis of our previous work [2] which considers the two-way connectivity in highway scenario with one entry/exit.
3. Connectivity Analysis
In this section, we build an analytical model to calculate the network connectivity probability of highway scenario with one entry/exit and one RSU.
3.1. Network Scenario
Consider a unidirectional highway road scenario, as shown in Figure 1. The vehicles are moving on the highway road. One entry/exit is distributed on the highway road. One RSU is deployed on the position of the entry/exit. The communication radius of vehicles is denoted as
and the communication radius of RSU is denoted as
, here assumed that
. The highway road interval is denoted as
, where L represents the length of the highway road and
. The entry/exit is denoted as z. Assume that z follows uniform distribution on road interval
. The entry/exit divides the highway road interval into two sub-intervals which are represented as
and
. The vehicle arrival process on
is Poisson process with mean rate
. When the vehicles on
arriving at the position of the entry/exit, the vehicles can keep moving onto the next road interval
with probability
, or depart from the highway road at the entry/exit with probability
. The vehicles moving on the road interval
contains two parts: one is the vehicles from the road interval
and the other is the new arriving vehicles from the entry/exit. The new arriving vehicles on the road interval
are also Poisson process with mean rate
. The vehicle speed is denoted as random variant
which follows uniform distribution on interval
, where
and
respectively represents the minimum and the maximum value of the allowed moving speed for vehicles. The average value of the vehicle speed is expressed by
, where
represents mathematical expectation. According to the property of Poisson process, the vehicle arrival rates of
and
can be expressed by
and
, where
and
. Therefore, the network connectivity in this paper is building an analytical model to calculate the connectivity probability of the vehicles in the network.
3.2. Network Connectivity Probability
Similar to Ref. [2], consider the two-way connectivity which requires that the vehicle and RSU can communicate with each other only and only if the distance between them is not larger than the vehicle communication radius. For ease of analysis, as shown in Figure 2, divide the interval
into four sub-intervals which are denoted as
,
,
and
, respectively. And the notations which are used after are listed as follows:
: the event that there are vehicles on road segment a.
: the event that there is no vehicle on road segment a.
: the event that road segment a is connected.
: the event that road segment a is disconnected.
: the probability that event V occurs.
From Figure 2, it is obvious that the length of
is not more than the communication radius of vehicle. If there are vehicles in
, the vehicles in
is
connected. The connectivity of
,
and
is similar to
. Due to the influence of the entry/exit to the network connectivity, the connectivity of
and
is needed to be firstly considered. According to the case that whether there are vehicles on
and
, we perform the analysis into following four sub-cases: 1) There are vehicles both on
and
; 2) There are vehicles on
, but there is no vehicle on
; 3) There are vehicles on
, but there is no vehicle on
; 4) There is no vehicle on
and
.
The probabilities that there are vehicles on
and
are respectively given by
,
.
The probabilities that there is no vehicle on
and
are respectively calculated by
,
1) There are vehicles both on
and
.
It is seen from Figure 2, if there are vehicles on
,
is connected for the case that the length of
is not larger than the communication radius of vehicle and the distance between any two vehicles on
is not larger than the communication radius of vehicle. The connectivity of
is similar to that of
. If there are vehicles both on
and
, the vehicles separately from
and
can two-way connect to each other by the RSU. For further analysis of the network connectivity, we divide a into four sub-cases.
a) There are vehicles both on
and
.
In this case, we can calculate the probabilities that there are vehicles both on
and
as follows
,
.
Then we analyze the connectivity of sub-interval
and
.
When there are vehicles both on
and
, if the vehicles on sub-interval
are connected and the vehicles on sub-interval
are connected, the road interval
is connected. The probabilities that there are vehicles both on
and
are calculated as follows
,
.
In this case, there is no entry/exit in sub-interval
and sub-interval
. The connectivity probabilities of sub-interval
and sub-interval
are obtained according to Ref. [8]. In Ref. [8], for a highway road without entries and exits, if vehicle arrivals follow a Poisson process, the connectivity probability of the road is given by
where
is the road length,
is a vehicle’s transmission radius,
is the vehicle arrival rate, and
is the largest integer that is not larger than x. Thus, the connectivity probabilities of sub-interval
and sub-interval
are
,
.
The connectivity probability of road interval
is
. (1)
When there are vehicles on
, but there is no vehicle on
, if the vehicles on sub-interval
are connected and the vehicles on sub-interval
are connected, the road interval
is connected. The probability that there is no vehicle on
is calculated as follows
.
The connectivity probability for the vehicles on
is
.
In this case, the connectivity probability of road interval
is
. (2)
When there are vehicles on
, but there is no vehicle on
, if the vehicles on sub-interval
are connected and the vehicles on sub-interval
are connected, the road interval
is connected. The probability that there is no vehicle on
is
.
The connectivity probability for the vehicles on
is
.
In this case, the connectivity probability of road interval
is
. (3)
When there is no vehicle on
and
, if the vehicles on
are connected and the vehicles on
are connected, the road interval
is connected. In this case, the connectivity probability of road interval
is
. (4)
Thus, the connectivity probability of road interval
in a-1) is
. (5)
b) There are vehicles on
, but there is no vehicle on
.
In b), the probability that there is no vehicle on
is
.
When there are vehicles both on
and
, if the vehicles on sub-interval
are connected, the vehicles on sub-interval
are connected, and the vehicles separately from
and
are connected, the road interval
is connected. Since there is no entry/exit in
, the connectivity probability of
is
.
Next, we analyze the connectivity of vehicles separately from
and
. According to the definition of two-way connectivity and the assumption that
. From Figure 2, we can easily obtain that in the case
, the distance between two vehicles which separately from
and
is larger than the communication radius of vehicles. In this case, the vehicles which separately from
and
have no chance to connect to each other, the road interval
is disconnected. Otherwise, if
, the vehicles which separately from
and
have chance to connect to each other. Thus, in the following analysis, we further assume that
. When there are vehicles on
, if the vehicles separately from
and
are connected,
and
is connected. Otherwise, when there is no vehicle on
, the road interval
is disconnected. The probability that there are vehicles on
is
.
According to Ref. [1], we can obtain that the connectivity probability of vehicles separately from
and
is
.
The connectivity probability of vehicles separately from
and
is
.
In this case, when
, the connectivity probability of road interval
is 0; when
, the connectivity probability of road interval
is calculated as follows
(6)
When there are vehicles on
, but there is no vehicle on
, if vehicles on
is connected, the road interval
is connected. In this case, the connectivity probability of road interval
is
. (7)
When there are vehicles on
, but there is no vehicle on
, if the vehicles on
are connected, the vehicles on
are connected, and the vehicles separately from
and
are connected, the road interval
is connected. In this case, the connectivity probability of road interval
is
(8)
When there is no vehicle both in
and
, if vehicles on
are connected, the road interval
is connected. In this case, the connectivity probability of road interval
is
. (9)
Thus, the connectivity probability of road interval
in a-2) is
. (10)
c) There are vehicles on
, but there is no vehicle on
.
In c), the probability that there is no vehicle on
is
.
When there are vehicles both on
and
, if vehicles on
are connected, vehicles on
are connected, and vehicles separately from
and
are connected, the road interval
is connected. The probability that there are vehicles on
is
.
The analysis for the connectivity probability of vehicles separately from
and
is similar to that of vehicles separately from
and
. Therefore, when
, the connectivity of road interval
is 0; when
, the connectivity of road interval
is calculated as follows
(11)
where
,
.
.
When there are vehicles on
, but there is no vehicle on
, if vehicles on
are connected, vehicles on
are connected, and vehicles separately from
and
are connected, the road interval
is connected. In this case, the connectivity probability of road interval
is
(12)
When there are vehicles on
, but there is no vehicle on
, if vehicles on
are connected, the road interval
is connected. In this case, the connectivity probability of road interval
is
. (13)
When there is no vehicle both on
and
, if vehicles on
are connected, the road interval
is connected. In this case, the connectivity probability of road interval
is
. (14)
Thus, the connectivity probability of road interval
in a-3) is
. (15)
d) There is no vehicle on
and
.
In d), for analyzing the connectivity of road interval
, we only need to consider the case that whether there are vehicles on
and
.
When there are vehicles both on
and
, if vehicles on
are connected, vehicles on
are connected, vehicles separately from
and
are connected, and vehicles separately from
and
are connected, the road interval
is connected. In this case, when
, the connectivity probability of vehicles separately from
and
is 0, the connectivity probability of vehicles separately from
and
is 0, and the connectivity probability of road interval
is 0. When
, the connectivity probability of road interval
is
(16)
When there are vehicles on
, but there is no vehicle on
, if vehicles on
are connected, and vehicles separately from
and
are connected, the road interval
is connected. In this case, the connectivity probability of road interval
is
. (17)
When there are vehicles on
, but there is no vehicle on
, if vehicles on
are connected, and vehicles separately from
and
are connected, the road interval
is connected. In this case, the connectivity probability of road interval
is
. (18)
When there is no vehicle both on
and
, the connectivity probability of the road interval
is 1. In this case, the connectivity probability of road interval
is
. (19)
Thus, the connectivity probability of road interval
in a-4) is
. (20)
Considering all of above, the connectivity probability of road interval
in a) is
. (21)
2) There are vehicles on
, but there is no vehicle on
.
In 2), if there are vehicles on
, the distance between any two vehicles separately from
and
is larger than the communication radius of vehicles, the road interval
is disconnected. Therefore, we only need to consider the connectivity of the interval
in the case that there is no vehicle on
. The probability that there is no vehicle on
is
.
When there are vehicles both on
and
, if the vehicles on
are connected, the road interval
is connected. In this case, the connectivity probability of the road interval
is
. (22)
When there are vehicles on
, but there is no vehicle on
, if vehicles on
are connected, and the vehicles separately from
and
are connected, the road interval
is connected. In this case, the connectivity probability of the road interval
is
. (23)
When there are vehicles on
, but there is no vehicle on
, if vehicles on
are connected, the road interval
is connected. In this case, the connectivity probability of the road interval
is
. (24)
When there is no vehicle both on
and
, the connectivity of road interval
is 1. In this case, the connectivity probability of the road interval
is
. (25)
Considering all of above, the connectivity probability of road interval
in b) is
. (26)
3) There are vehicles on, but there is no vehicle on.
In 3), if there are vehicles on, and the distance between any two vehicles separately from and is larger than the communication radius of vehicles, the road interval is disconnected. Therefore, we only need to consider the connectivity of in the case that there is no vehicle on. The probability that there is no vehicle on is
.
When there are vehicles both on and, if vehicles on are connected, the road interval is connected. In this case, the connectivity probability of road interval is
. (27)
When there are vehicles on, but there is no vehicle on, if vehicles on are connected, and the vehicles separately from and are connected, the road interval is connected. In this case, the connectivity probability of road interval is
. (28)
When there are vehicles on, but there is no vehicle on, if vehicles on are connected, the road interval is connected. In this case, the connectivity probability of road interval is
. (29)
When there is no vehicle both on and, the connectivity probability of the road interval is 1. In this case, the connectivity probability of road interval is
. (30)
Considering all of above, the connectivity probability of road interval in c) is
. (31)
4) There is no vehicle on and.
In 4), if there are vehicles both on and, the distance between any two vehicles separately from and is larger than the communication radius of vehicles, the road interval is disconnected. We only need to analyze the connectivity of the case that at most one of the interval and has vehicles.
When there are vehicles on, but there is no vehicle on, if vehicles on are connected, the road interval is connected. In this case, the connectivity probability of road interval is
, (32)
where
,.
When there are vehicles on, but there is no vehicle on, if vehicles on are connected, the road interval is connected. In this case, the connectivity probability of road interval is
, (33)
where
,.
When there is no vehicle both on and, the road interval is connected. In this case, the connectivity probability of road interval is
. (34)
Considering all of above, the connectivity probability of road interval in d) is
. (35)
According to analysis of 1)-4), we can obtain the connectivity probability of road interval as follows
. (36)
4. Numerical Results
In this section, we perform simulation using event-driven and Monte Carlo methods by Matlab tool to verify the proposed analysis model. The parameter values are decided according to the assumption vehicular environment of statistics observations. Then according to the numerical results, we analyze the impacts of several parameters on the connectivity probability. Each simulation result is an average over 10,000 times. It is seen from Figures 3-5 the analytical results are very close to the simulation results.
Figure 3 shows the impacts of, and on the network connectivity probability.
With the increasing of, and, the connectivity probability also increases. This is because larger values of, and make the number of vehicles in unit road length becoming larger which reduces the distance of neighbor vehicles, and resulting in a larger connectivity probability of neighbor vehicles.
Figure 4 shows the impacts of L and v on the network connectivity probability. With the increasing of L and v, the connectivity probability decreases. This is because with the increase of L, if the arrival rates do not change, there are fewer
Figure 3. Impacts of λ1, λ2 and α on the connectivity probability.
Figure 4. Impacts of L and v on the connectivity probability.
Figure 5. Impacts of Ru and Rv on the connectivity probability.
vehicles on the unit length of the highway road and the distance between two neighbor vehicles becomes larger. As a result, the connectivity probability decreases. Similarly, with the increase of v, if the arrival rates do not change, there are fewer vehicles on the unit length of the highway road and the distance between two neighbor vehicles becomes larger which leads to the decreasing of the network connectivity probability.
Figure 5 shows the impacts of Ru and Rv on the connectivity probability. With the increasing of Ru and Rv, the connectivity probability also increases. This is because a larger value of Ru and Rv makes two neighbor vehicles have a larger chance to communicate with each other.
5. Conclusion
In this paper, we build an analytical model to study the network connectivity of highway scenario with one entry/exit and one RSU. In building the analytical model, we divide the highway road into several road intervals, and analyze both the connectivity of each road interval and the connectivity of neighbor road interval. The analytical model is verified by using simulation tools, and the analytical model can be used to analyze the impacts of several parameters on the network connectivity. The built network connectivity analytical model can be used to provide a reference for the highway scenario with multiple entries/exits and multiple RSUs which are our future work.
Acknowledgements
This work is supported by the National Natural Science Foundation of China (No. 61701202 and No. 61901196), the Talent Introduction Project of Jiangsu University of Technology (No. KYY18008), the Project on natural science research in Jiangsu Province universities (No. 19KJB510026).