用于交通工程目的的交通特性:Funet数据的分析

I. Juva, R. Susitaival, M. Peuhkuri, S. Aalto
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引用次数: 17

摘要

对于Internet流量工程的目的,重要的是表征流量通常超过5分钟的间隔。Cao等人(2000)基于1999年冬季在朗讯本地网络中进行的测量,提出了一种移动IID高斯模型,用于表征5分钟交通量,其均值与方差之间具有幂律关系。在本文中,我们分析了2004年夏天从芬兰大学网络(Funet)的2.5 Gbps链路收集的新测量结果。当测量间隔从1秒到5分钟变化时,我们研究了移动IID高斯模型和提出的均值-方差关系的有效性。因此,我们发现高斯假设与当前的核心链接率更为合理。在我们的数据集中,均值-方差关系似乎确实遵循指数近似等于1.3的幂律。然而,关于标准化残差的IID假设没有得到验证,但我们发现相邻的5分钟交通量之间存在明显的正相关关系,而距离为20-30分钟的交通量之间只有稍弱的负相关关系。此外,我们还证明了朗讯数据集中已经出现了同样的现象。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Traffic characterization for traffic engineering purposes: analysis of Funet data
For Internet traffic engineering purposes, it is important to characterize traffic volumes typically over 5-minute intervals. Based on measurements made in a local network at Lucent in winter 1999, Cao et al., (2000) proposed a moving IID Gaussian model for the characterization of 5-minute traffic volumes, with a power-law relationship between the mean and the variance. In this paper we analyze novel measurements gathered from a 2.5 Gbps link in the Finnish university network (Funet) in summer 2004. We investigate the validity of the moving IID Gaussian model and the proposed mean-variance relationship when the measurement interval is varying from 1 second to 5 minutes. As a result, we find that the Gaussian assumption is much more justified with current core link rates. The mean-variance relationship seems, indeed, to follow a power-law with exponent approximately equal to 1.3 in our data set. However, the IID assumption concerning the standardized residual is not verified, but we find a clear positive correlation between adjacent 5-minute volumes, and only slightly weaker negative correlation for traffic volumes with distance 20-30 minutes. In addition, we demonstrate that the same phenomenon is already prevailing in the Lucent data set.
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