Open Access

A Simulation Study: The Impact of Random and Realistic Mobility Models on the Performance of Bypass-AODV in Ad Hoc Wireless Networks

EURASIP Journal on Wireless Communications and Networking20102010:239370

Received: 13 October 2009

Accepted: 6 August 2010

Published: 10 August 2010


To bring VANET into reality, it is crucial to devise routing protocols that can exploit the inherited characteristics of VANET environment to enhance the performance of the running applications. Previous studies have shown that a certain routing protocol behaves differently under different presumed mobility patterns. Bypass-AODV is a new optimization of the AODV routing protocol for mobile ad-hoc networks. It is proposed as a local recovery mechanism to enhance the performance of the AODV routing protocol. It shows outstanding performance under the Random Waypoint mobility model compared with AODV. However, Random Waypoint is a simple model that may be applicable to some scenarios but it is not sufficient to capture some important mobility characteristics of scenarios where VANETs are deployed. In this paper, we will investigate the performance of Bypass-AODV under a wide range of mobility models including other random mobility models, group mobility models, and vehicular mobility models. Simulation results show an interesting feature that is the insensitivity of Bypass-AODV to the selected random mobility model, and it has a clear performance improvement compared to AODV. For group mobility model, both protocols show a comparable performance, but for vehicular mobility models, Bypass-AODV suffers from performance degradation in high-speed conditions.

1. Introduction

Research has gained a significant advance in the development of routing protocols for wireless ad hoc networks [1, 2]. The movement pattern of mobile nodes plays an important role in the performance analysis of mobile and wireless networks. Additionally, mobility has a major effect on the route stability and availability. For example, to maintain communication, signaling traffic is needed for route construction and subsequent route maintenance. The extra signaling traffic over the air interface consumes radio resources, and it increases the interferences that affect the performance of other mobile nodes. Therefore, movement modeling is an essential building block in analytical and simulation-based studies of such systems. Moreover, some researchers [3, 4] have observed that the performance of routing algorithms may be influenced by the choice of mobility models. For example, random models are not a good choice to simulate the real-world mobility scenarios because usually mobile users either move toward certain attraction points such as classrooms or train stations, or move in certain directions such as vehicles. Some attempts have been made to implement specific mobility scenarios that are more realistic [57]. However, implementing a generic and a realistic mobility model is challenging because the mobility requirement in MANET changes due to the application environments. Indeed, devising a realistic mobility model that accurately reflects actual user mobility is a key challenge in evaluating the performance of any routing algorithm, and it has a significant effect on the obtained results. If the model is unrealistic, invalid conclusions may be drawn.

The Ad hoc On-demand Distance Vector (AODV) [1] is a distributed reactive routing protocol. It reacts relatively fast to the topological changes, and it saves storage space as well as energy. AODV performs better than other reactive protocols [8] in more stressful situations, such as a large number of nodes and highly mobile environments, but it suffers from high routing overhead compared to the Dynamic Source Routing (DSR) protocol. Bypass-AODV [9] is one of the recently developed routing protocols. It is an optimization of the AODV for mobile ad hoc networks, which uses a specific strategy, cross-layer MAC-notification, to identify mobility-related packet loss, and then it sets up a bypass between the node at which the route failure occurred and its old successor via an alternative node. By restricting the bypass to a very small topological radius, route adaptations occur only locally and communication costs are small. This approach has two main properties: simplicity and very promising performance compared to other existing approaches.

The Random Waypoint (RWP) [3] mobility model was used to evaluate the performance of Bypass-AODV, which has shown a clear performance gain over the conventional AODV [9], but RWP does not reflect the mobile nodes' movement patterns in real-life applications. Therefore, to analyze the performance of any new routing protocol thoroughly and systemically, there is a need to use mobility models that emulate the real-life applications. Otherwise, the observations made and the conclusions drawn from the simulation studies may be misleading. This study has the following two main objectives.
  1. (1)

    To study the impact of other well-known random mobility models, Random Walk (RW) [5] and Random Direction Mobility (RDM) [3], on the performance of the Bypass-AODV routing protocol. In these two models, users move individually in random directions with random velocities.

  2. (2)

    To evaluate the performance of the proposed protocol with real-life applications by using one of the group mobility models, Reference Point Group Mobility (RPGM) [10], and two vehicular mobility models: Freeway (FRW) and Manhattan (MAN) [5]. For RPGM, users move in groups toward certain attraction points, while for FRW and MAN they move like groups in certain directions with controlled velocities.


To evaluate mobility impacts, we opt to simulation methodology for the following reasons. First, carrying out real experimental verification on the same scale as we carried out our simulation in is very difficult. Second, the theoretical analysis is not tractable for these networks with such complex mobility settings. The simulation results show that the Bypass-AODV routing protocol is insensitive to the random mobility pattern used in simulation. Under group mobility models, Bypass-AODV and AODV have similar performance. Although Bypass-AODV is a suitable choice for VANET applications at low to moderate speeds, it shows performance degradation at high speeds due to the unnecessary increase in the route length.

Our findings in this paper shall help the research community in understanding better the behavior of the studied protocols and their implications on new applications such as VANET networks. Moreover, this paper provides future directions for new studies in this interesting area.

The remainder of this paper is organized as follows. In Section 2, we briefly present the AODV routing protocol, and then we present our enhanced local recovery routing scheme, Bypass-AODV, and we outline its advantages. Section 3 describes commonly used mobility models and their applications. Section 4 presents the network simulator (nss') [11] simulation environment used to evaluate the performance of routing protocols under the selected mobility models. Section 5 discusses the performance of Bypass-AODV and original AODV. Finally, Section 6 summarizes the paper and suggests future research directions.

2. AODV and Bypass-AODV

In this section, we shall summarize the basics of AODV and Bypass-AODV routing protocols.

2.1. AODV Routing Protocol

AODV is a reactive routing protocol used for dynamic wireless networks where nodes might enter and leave the network frequently. It is an on-demand routing algorithm that builds routes when desired by source nodes. When a source node desires a route to a destination for which it does not already have a route, it broadcasts a route request message (RREQ) to its immediate neighbors. If any of its neighbors has a valid route to the destination, it replies with a route reply message (RREP). Otherwise, nodes, neighbors rebroadcast the RREQ. This process of broadcasting continues until the RREQ reaches the requested destination or reaches a node with a fresh enough route to that destination. As a result, several RREPs may be sent back to the source node, which in turn chooses the suitable route. To ensure loop-free and route-freshness properties, a combination of sequence numbers and hop counts is associated with the RREQ. Sequence numbers and hop counts are used by intermediate nodes to decide either to rebroadcast the RREQ or to discard it.

AODV has a local maintenance scheme to maintain the routes as long as they are active. When a link break in an active route occurs, the node upstream of that break tries to repair the route if it is closer to the destination than the source node. To repair the link break, the node broadcasts an RREQ for that destination. Otherwise, the node makes a list of unreachable destinations consisting of the unreachable neighbor and any additional destinations in its local routing table that use the unreachable neighbor as the next hop. Then, the node broadcasts a route error message (RERR) to notify its neighbors to invalidate the routes using the broken link.

2.2. Bypass-AODV Routing Protocol

Bypass-AODV uses cross-layer MAC notification to identify mobility-related packet loss, and then it triggers the routing layer to start a local repair process. It allows the upstream node of the broken link to set up a bypass to connect with the downstream node via an alternative node. The MAC-notification message is used to distinguish between mobility-related packet loss and other source-related packet losses (signal interference, packet error rate, fading environment, and packet collision). Unlike AODV, the bypassing mechanism minimizes routing overheads by limiting the area of route bypass search based on spatial locality where a node cannot move too far too soon. Thus, with high probability, the new distance between the broken links end nodes will not exceed 2 hops. Moreover, bypass-AODV minimizes packet losses because it has the ability to repair the broken link regardless of its location.

However, packet losses occur when route bypassing does not work, specifically when the distance between broken links end nodes is  2 hops. In such a case, Bypass-AODV follows AODV link invalidation scheme. Several bypasses for the same route may lead to an unnecessary increase in the route hop count. To handle this issue, the bypassed-route is a temporary route that lasts for a period long enough to transmit packets that left the source node.

Figure 1 gives a brief illustration of route bypassing. Initially, the flow from source S to destination D goes through nodes I, J, K, and L. The node K will detect a break in the link that connects it with L. As a consequence, K will initiate a limited route discovery cycle to search for a bypass to L. Neighbors of K will receive the RREQ and rebroadcast it to their neighbors. Assuming the new distance between K and L is hops; L will receive the RREQ and then unicasts an RREP to K. Figure 1 shows a situation where the RREQ is unicasted to K via node M. Our simulation results show that, in most cases, no need to bypass the broken link because the detected route failure is a factious one that results from network congestion.
Figure 1

Route maintenance using Bypass-AODV.

3. Mobility Models

Mobility models can be categorized into two categories: entity and group mobility models. The entity mobility models represent the behavior of an individual node or group of nodes independently from other nodes. On the other hand, the group mobility models take into account the interaction among individual mobile nodes. Group mobility models are more suitable for some ad hoc network scenarios such as groups of soldiers in military actions or a group of fire fighters in action. In this section, in addition to RWP model, we will discuss two other random mobility models: RW and RDM. Next, we discuss the RPGM, FRW and MAN mobility models.

3.1. Random Walk Mobility Model (RW)

This model was originally proposed to emulate the unpredictable movement of particles in physics. In this model, a node moves from its current position to a new position by selecting a random direction and a random speed. The node randomly and uniformly selects its new direction from and speed from . During the time interval t, the node moves with the velocity vector . As the node reaches the boundary of the simulation region, it bounces back to the simulation region with an angle of or . The Random Walk model is memoryless it generates an unrealistic movement pattern, and hence it does not match real-life applications.

3.2. Random Waypoint Mobility Model (RWP)

In RWP, each node randomly selects a new target location and then moves to that location with a constant speed chosen uniformly and randomly from , where represents the maximum allowable speed for the mobile node. Once the mobile node reaches that location, it becomes stationary for a predefined pause time, . After that it selects another random location within the simulation region and moves into it. The whole process is continuously repeated until the end of the simulation time. Figure 2 shows an example for the movement trace of a node. Two key parameters, and , define the mobility behavior of the mobile nodes. If is small and is large, the network topology is expected to be stable. On the other hand, large and small will produce a highly dynamic network topology [12].
Figure 2

Example of node movement in the Random Waypoint Model.

RWP is widely accepted, mainly due to its simplicity of implementation and analysis. However, RWP fails to capture the characteristics of temporal dependency (i.e., the velocities at two different time slots are dependent) spatial dependency (i.e., the movement pattern of mobile nodes may be influenced by and correlated with nodes in its neighborhood), and geographic constraints (nodes' movements are restricted by obstacle, along streets and freeways) [5].

3.3. Random Direction Mobility Model (RDM)

The spatial node distribution of RWP is transformed from uniform node distribution to nonuniform distribution as the simulation time elapses and finally it reaches a steady state. In steady state, the mobile nodes are concentrated at the central region and are almost zero around the boundaries [12, 13]. The RDM model [14] was proposed to overcome such phenomenon. In RDM, the node randomly and uniformly chooses a direction and moves along that direction until it reaches a boundary. After reaching the boundary and stopping for some , it randomly and uniformly chooses another direction to travel. Therefore, the resultant node distribution from this model is more stable than that of RWP.

3.4. Reference Point Group Mobility Model (RPGM)

The RPGM model emulates group movement patterns. In RPGM, mobile nodes inside the simulated region form certain groups. Each group has a group leader that determines the group members' motion behavior. It acts as a reference point for that group. Group members' mobile nodes randomly move about their own predefined reference points with a speed vector and direction vector that is derived by randomly deviating from that of the group leader's velocity and direction, , respectively. A Speed Deviation Ratio (SDR) and an Angle Deviation Ration (ADR) are used to control the deviation of the velocity vector of group members from that of the leader.
where . and are used to limit the maximum speed and the maximum angle the group member can take, respectively. Since the movements of the group's members are controlled by the group leader's movement, this mobility model is expected to have high spatial dependency for small values of SDR and ADR. As shown in Figure 3, at time t, the mobile nodes deviate from their estimated reference points, , (the five black dots). At time , five new reference points are estimated, . Also, mobile nodes deviated from their new estimated reference points.
Figure 3

Example: a group of five mobile nodes movements using the RPGM model.

3.5. Freeway Mobility Model (FRW)

The FRW is proposed to emulate the motion behavior of mobile nodes on a freeway (exchange the traffic status or track a vehicle on a freeway). In this model, each freeway has several lanes in both directions. Thus, the mobile node movement is restricted to its lane on the freeway (a strict geographic restriction on the node movement) and its velocity at different instants of time is temporally dependent. Moreover, mobile nodes' movement in the same lane is spatially dependent (the vehicle's speed is constrained by the speed of vehicles ahead of it. The vehicle adjusts its speed and position to keep a Safe Distance (SD) from the one ahead of it). Figure 4 illustrates the maps used for simulating the FRW mobility model.
Figure 4

Example of node movement in the Freeway Model.

3.6. Manhattan Mobility Model (MAN)

MAN is proposed to emulate the movement of mobile nodes on streets defined by maps. In this model, there are horizontal and vertical streets, and each street has two lanes for each direction. A mobile node can probabilistically move straight, turn right, or turn left at the intersections with probabilities of 0.5, 0.25, or 0.25, respectively. In this model, the mobile node movement has the same restrictions as in FRW, and the same velocity equations are applicable. MAN is expected to have spatial dependency, strong temporal dependency, and strict geographic restrictions on the node movements. Figure 5 illustrates the maps used for simulating the MAN mobility model.
Figure 5

Example of node movement in the Manhattan model.

4. Simulation Environment

We implement a simulation model using the ns to evaluate the performance of Bypass-AODV. Free Space propagation model is used to predict the signal power strength at the receiver side. The signal strength is used to determine if the frame is received successfully. ns mainly uses three thresholds to determine whether a frame is received correctly by the receiver. If the signal strength of the frame is less than the carrier sensing threshold (CSThresh), the frame is discarded in the PHY module and will not be visible to the MAC layer. If the signal strength of the received frame is stronger than the reception threshold (RxThresh), the frame is received correctly. Otherwise, the frame is tagged as corrupted and the MAC layer will discard it. When multiframes are received simultaneously by one mobile node, it calculates the ratio of the strongest frame's signal strength to the sum of other frames' signal strengths. If it is larger than the capturing threshold (CPThresh), the frame will be received correctly and other frames are ignored. Otherwise, all frames are collided and discarded. In our simulation, we choose TCP instead of UDP to evaluate the performance of our proposed protocol against large data packets and excessive overhead. The IEEE 802.11 MAC standard [15] and the TCP New-Reno are used at the MAC and TCP layers, respectively. The transmission rate is assumed to be constant at 1 Mbps.

In each simulation-iteration, we generate a scenario with a source-destination pair that is randomly and uniformly chosen. The simulation results reported in the next section represent the average results over 6000 different scenarios. Each reading is averaged over 30 independent runs. The velocity for each node is selected randomly and uniformly from Table 1 shows the values of all parameters used in the simulation.  The following metrics are computed to evaluate the impact of each mobility model on the performance of the Bypass-AODV as well as the original AODV.
  1. (1)

    The routing overhead ratio is the ratio of the amount in bytes of control packets transmitted to the amount in bytes of data packets received. This measure is important to estimate the cost of introducing the new protocol.

  2. (2)

    The goodput of the TCP is the number of sequenced bits that a TCP receiver receives per unit of time. This measure will show the effectiveness of the routing protocol from the application perspective.

  3. (3)

    The "goodput improvement ratio" is the TCP goodput observed with a Bypass-AODV strategy as compared to the standard AODV routing strategy.

Table 1

Evaluation parameters.



Transmission range ( )

180 m

Interference range

400 m

Transmission bit rate

1 Mbps


10.0 dB


−72 dBm


−65 dBm

Transmission power

20 dBm

Simulation region

1000 m × 1000 m

Number of nodes


Number of TCP connections


Session interval

150 sec

Simulation time

160 sec

Maximum speed ( )

1, 5, 10, 20, 30, and 40 m/sec

Packet size

1060 byte

Pause time ( )

0 sec



5. Simulation Results and Discussion

In this section, we examine the impact of different random mobility models as well as group and vehicular mobility models on the performance of Bypass-AODV and AODV routing protocols.

5.1. Impact of Node Speeds on TCP Connection Length

Let us first present the statistical results for the impact of node speeds on the connection hop counts for RPGM, FRW, and MAN mobility models. These findings are important for understanding the behavior of routing protocols and their effect on TCP performance.

Figures 6 and 7 show the percentage of short and medium routes at different speeds. For the considered environment, it is rare to find a connection of length more than  hops. Moreover, node speeds have a minimal effect on the length of the TCP connection in terms of number of hops for RPGM because of the strict movements of nodes. On the other hand, for FRW and MAN, the higher the node speed, the higher the tendency for short connection 3 . This behavior is natural because as nodes move in opposite and perpendicular directions, the TCP connections will suffer frequent breakage especially the long ones. This phenomenon has a direct effect on TCP performance, as will be discussed in the next sections.
Figure 6

The percent of received TCP packets with short hop counts (hop count ).

Figure 7

The percent of received TCP packets with medium hop counts ( hop count ).

5.2. Impact of Random Mobility Models on Bypass-AODV

The RWP, RW, and RDM models are used to evaluate the performance of Bypass-AODV and AODV. Our objective is to study the performance of Bypass-AODV on both long and short TCP connections (in terms of hop counts) To achieve this objective, we make the TCP connection's end nodes static, while other nodes are allowed to move in accordance with the assumed mobility model with a maximum speed of 20 m/s. Hence, the physical distance (the physical distance between the source and the destination of a TCP connection remains relatively unchanged during a simulation run. It is worth to note that the minimum distance between TCP connection end nodes in terms of the number of hops, assuming nodes use their maximum transmission range (180 m)) between the connection's end nodes remains relatively unchanged during a simulation run.

Actually, all the nodes in the ad hoc network share the same transmission medium. If a node is transmitting, other nodes within a certain range of the transmitting node cannot transmit. Two ranges are defined by the IEEE 802.11 MAC and are used in our simulation: the transmission range and the sensing range. The transmission range is the maximum distance between two nodes, such that a signal transmitted by one node can be received by the other node and can be decoded correctly. The sensing range is defined as the maximum distance between two nodes, such that a signal transmitted by one node can be received by the other node, but cannot be decoded correctly. The sensing range is much larger than the transmission range. In our simulation setting, the transmission range is 180 m while the sensing range is 400 m. The IEEE 802.11 MAC protocol ensures that while a node is transmitting, other nodes within its sensing range cannot transmit.

From Figure 8, Bypass-AODV and AODV have similar TCP goodput when the two end nodes are close to each other. When the physical distance between the two end nodes is one hop, the two end nodes are in direct communication and there is no possibility of link failure due to node mobility. Thus, Bypass-AODV has the same goodput regardless of the random mobility model used in the simulation. As the physical distance becomes 2 hops, the two end nodes are communicating via an intermediate node. In such a scenario, all communicating nodes are within the sensing range of each other, and thus only one transmission is allowed at any given time. Therefore, any link failure is mobility-related. Furthermore, at this physical distance, the probability that the two end nodes exist at the center of the simulation area is high. Thus, Bypass-AODV shows better goodput with RWP because the center region has higher node density than the boundaries as shown in Figure 8. On the other hand, the nodes moving according to RW and RDM are most likely uniformly distributed over the simulation area. However, the average route lifetime is small compared to RWP, due to the continuous node mobility which leads again to frequent link breakage.
Figure 8

TCP goodput for Bypass-AODV routing protocol.

For a number of hops , the connection end nodes start to reside at boundaries, and therefore Bypass-AODV shows clear enhancement in performance with RW and RDM models due to the uniform distribution of nodes that creates homogeneous and highly connected networks. However, the nonuniform distribution of mobile nodes may partition the network frequently as in RWP. Finally, these findings confirm previous results in the literature, namely, a routing protocol may behave differently under different mobility models especially for long connections [16].

Figure 9 compares the performance of Bypass-AODV and AODV. It shows a clear improvement in the TCP goodput ratio, especially for long TCP connections. When the physical distance is 4 hops, there is a possibility of simultaneous contention on the transmission medium (collision). Collision causes unsuccessful packet transmission. The IEEE 802.11 MAC translates unsuccessful packet transmission into link failure. Therefore, there is a need for an efficient MAC mechanism that distinguishes mobility-related failures from other source-related failures such as contention. The existence of such mechanism will reduce the frequency of route mechanism invocation, and it will minimize the routing overheads and packet drops. This justifies why the Bypass-AODV outperforms the AODV especially for uniformly distributed nodes and long TCP connections.
Figure 9

Goodput improvement ratio (Bypass-AODV/AODV).

5.3. Impact of Group Mobility Models on Bypass-AODV

we explore the dependency of routing protocols performance on the movement pattern used in the simulated environment. For the RPGM model, we use four groups of 15 nodes, each one is moving independently of the others and in an overlapping fashion.

Figure 11 shows that the Bypass-AODV routing protocol has a slight enhancement in goodput at high speeds and similar performance at low speeds. Figure 12 shows the goodput improvement ratio. The similarity in performance can be attributed to the fact that both routing protocols have short connection most of the time. Table 2 shows that about 98% of the received TCP packets have a short hop count 3 under RPGM mobility model. Figure 10 from a previous work [9] shows that Bypass-AODV and AODV have similar performance for short-distance TCP connections. Bypass-AODV effectively minimizes packet drops by buffering the data packets for subsequent transmission after doing the route bypassing. However, a bypassed route is temporary and it lasts for a period of time, that is, long enough to forward the buffered packets, and then a new route discovery mechanism will start. Nevertheless, the routing overhead in Bypass-AODV experiences little increase relative to AODV, as shown in Figure 13. On the other hand, increasing the speed will increase the possibility of overlapping between groups, and it will shorten the physical distance between the connection end nodes if they exist at different groups.
Table 2

The connection hop count distribution (hc); node's speed is 20 m/sec.

Mobility model
















Figure 10

Goodput improvement ratio (Bypass-AODV/AODV) for different number of simultaneous TCP connections.

Figure 11

Goodput (Bypass-AODV and AODV).

Figure 12

Goodput improvement ratio (Bypass-AODV/AODV).

Figure 13

Routing overhead ratio.

Furthermore, Figure 11 illustrates that the RPGM movement pattern doubles the goodput of both routing protocols relative to RWP. This considerable enhancement in goodput is due to the spatial dependency nature of the RPGM model, which increases the lifetime of the routes.

5.4. Impact of Vehicular Mobility Models on Bypass-AODV

Vehicular mobility models, FRW and MAN, are adopted to evaluate the performance of Bypass-AODV and then to compare it with AODV. Initially, the nodes are placed on the freeway lanes or local streets randomly in both directions. Their movement is controlled as per the specification of the models. In each experiment setting, the direction of movement of the communicating end nodes forms two groups of scenarios. The first group has scenarios with the same direction, but the second group has scenarios with an opposite or perpendicular direction. In FRW, the first group has about 50% of scenarios, and the second group has the remainder. Due to the existence of horizontal and vertical streets in the MAN model, the first group has about 25% of scenarios while the second group has about 75%. The first group's movement pattern is similar to that in RPGM, which enhances the performance of the routing protocol. On the other hand, moving in the opposite or in the perpendicular direction lead to frequent and fast route failures especially at high speeds. Therefore, bypassing is not a suitable mechanism in such environment. Several bypasses for the same route leads to unnecessary increase in the route length, which in turn increases the packet delivery delay and produces further failures. Thus, it is better to start a new route-request-discovery process instead of repairing the broken route. From Table 2, the percentage of received packets with short hop count is found to be 84% under FRW model, while only 72% under MAN model. These percentages clarify why Bypass-AODV shows better performance under FRW than MAN. Figure 14 shows that, as the node's speed increases, the TCP goodput performance degrades. This result is expected due to the nodes' high speeds, which increases the number of link failures and their corresponding constructed bypasses. Furthermore, AODV and Bypass-AODV show lower TCP goodput for MAN environment compared with FRW. Finally, Bypass-AODV is behaving reasonably as AODV under FRW nobility model except at very high speed (144 km/h). However, for MAN-similar environment, Bypass-AODV shows a quick degradation as node's speed exceeds 36 km/h.
Figure 14

Goodput, Bypass-AODV, and AODV routing protocols.

6. Conclusions and Future Work

Accurate evaluation of mobility impact on the routing protocols requires the testing of different mobility patterns. Otherwise, the observations made and the conclusions drawn from the simulation studies may be misleading. In this paper, we investigated the behavior of an optimized Bypass-AODV for a wide range of mobility models including VANET models. Simulation results show that Bypass-AODV is insensitive to random mobility models and has a clear performance improvement compared to AODV. Moreover, Bypass-AODV always outperforms AODV when nodes are uniformly distributed for the long TCP connections. In addition, Bypass-AODV has a comparable performance under group mobility model compared to AODV. Currently, Bypass-AODV is not suitable for handling VANET applications at very high speeds. As a future work, Bypass-AODV needs more improvement in order to handle VANET applications. We believe that several parameters, such as vehicle speed and direction, are necessary for appropriate route selection in VANET applications. The route selection process should be responsive and intelligent to avoid unnecessary long paths and at the same time to make use of neighboring nodes to receive the requested service. In fact, several studies have shown that proactive routing protocols are unreliable for VANET applications [17, 18].



This paper is supported by King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia under Fast Track project FT 2005-16.

Authors’ Affiliations

Electrical and Computer Engineering Department, Concordia University
Computer Engineering Department, King Fahd University of Petroleum and Minerals


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© Ahed Alshanyour and Uthman Baroudi. 2010

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