基于移动性模型和排队网络分析的VANET自适应控制通道间隔

J. Networks Pub Date : 2016-02-28 DOI:10.4304/jnw.11.2.62-68
R. Munadi, D. Perdana, Asep Mulyana
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引用次数: 8

摘要

网络拓扑结构和车辆密度的动态变化导致了信息流量强度的动态变化。这种情况要求信道管理具有一定的适应性,以动态地、按比例地提供信道容量。VANET中CCH间隔的长度表示通道容量或车辆的服务率。IEEE 802.11p/1609.4公布的固定模式的CCH/SCH间隔将成为vanet中车辆适应性的约束。而且还会影响VANET的性能。本研究提出了一种基于车辆互联数量的CCH/SCH区间与车辆密度成正比的自适应方案。为了证明所提出的CCH/SCH区间自适应方案(与现行IEEE标准的固定区间方案相比)对VANET性能的改善效果,我们结合移动性模型和排队网络模型进行了分析。我们假设VANET拓扑在统计上有一个稳定的状态,可以用排队网络模型对其进行分析。以万隆市10公里长的公路实景图为例,取得了具有代表性的实验结果。不同的速度规定为:70- 90km /h、90- 110km /h和110-130Km/h,车辆密度规定为10Km长度的15、30、45、60、75和90辆。所有的实验主要在两种情况下进行,即固定的CCH/SCH间隔和自适应的CCH/SCH间隔,并比较彼此的改进。用仿真方法对分析结果进行了验证。实验结果表明,该方法改进了自适应CCH/SCH区间。平均时延提高10ms,系统吞吐量提高450kbps。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Adaptive Control Channel Interval in VANET Based on Mobility Model and Queuing Network Analysis
The dynamic of changing network topology and vehicle density in VANET are causing the dynamic of message traffic intensity. This situation requires adaptability of channel management to provide the channel capacity dynamically and proportionally. The length of CCH interval in VANET represents the capacity of channel or service rate of vehicles. The fixed pattern of CCH/SCH interval as published by IEEE 802.11p/1609.4 would become the constraint of adaptability of vehicles in VANETs. Moreover it would affect to VANET performance inefficient. This research proposes an adaptive scheme of CCH/SCH interval which proportional with density of vehicles based on the number of vehicle connected each other’s. To show how effective the proposed adaptive scheme of CCH/SCH interval can afford to improve of VANET performance (compared to fixed interval scheme of current IEEE standard), we analyze by combining mobility model and queuing network model. We assume that statistically there is a steady state of VANET topology which can be analyzed by using queuing network model. We specified the real map of highway in Bandung city along 10 Km length to achieve the representative experimental result. The various specified of speeds are: 70-90 Km/h, 90-110 Km/h, and 110-130Km/h, while the various of density of vehicle are 15, 30, 45, 60, 75, and 90 vehicles along 10Km length of highway. All of experiments performed in two main scenarios, i.e. the fixed CCH/SCH interval, and adaptive CCH/SCH interval which compared each other to see the improvement. The analytical result examined by simulation method. The experimental results show the improvement of adaptive CCH/SCH interval. The improvement of average delay is 10ms, and the improvement of system throughput is 450 kbps.
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