Performance comparisons of optimal routing by pipe, hose, and intermediate models

E. Oki, A. Iwaki
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引用次数: 15

Abstract

This paper compares performances of optimal routing by the pipe, hose, and intermediate models. The pipe model, which is specified by the exact traffic matrix, provides the best routing performance, while the traffic matrix is difficult to measure and predict accurately. On the other hand, the hose model is specified by the traffic as just the total outgoing/incoming traffic from/to each node, but it has a problem that its routing performance is degraded compared to the pipe model, due to insufficient traffic information. The intermediate model, where the upper and lower bounds of traffic demands for source-destination pairs are added as constraints, is a construction that lies between the pipe and hose models. The intermediate model, which lightens the difficulty of the pipe model, but narrows the range of traffic conditions specified by the hose model, enhances the routing performance compared to the hose model. An optimal-routing formulation extended from the pipe model to the intermediate model can not be solved as a regular linear programming (LP) problem. Our solution, the introduction of a duality theorem, turns our problem into an LP formulation that can be easily solved. Numerical results show that the network congestion ratio for the pipe model is much lower than that of hose model. The differences of network congestion ratios between the pipe and hose models lie in the range from 27% to 45% for the various examined network topologies. The intermediate model offers better routing performance than the hose model. The reduction effect of the network congestion ratio by the intermediate model is 26% compared to the hose model, when the upper-bound margin is set 25%.
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通过管道、软管和中间模型进行最佳路由的性能比较
本文比较了管道、软管和中间模型的最优路由性能。管道模型是由精确的流量矩阵指定的,它提供了最好的路由性能,但流量矩阵难以准确测量和预测。另一方面,软管模型被流量指定为来自/到每个节点的总出站/入站流量,但由于流量信息不足,它的路由性能与管道模型相比有所下降。中间模型是位于管道模型和软管模型之间的结构,其中源-目的地对的流量需求的上限和下限被添加为约束。中间模型减轻了管道模型的难度,但缩小了软管模型指定的交通条件范围,与软管模型相比,路由性能得到了提高。从管道模型推广到中间模型的最优布线公式不能作为正则线性规划(LP)问题求解。我们的解决方案,引入对偶定理,把我们的问题变成一个可以很容易解决的LP公式。数值结果表明,管道模型的网络拥塞率远低于软管模型。对于所检查的各种网络拓扑结构,管道和软管模型之间的网络拥塞率差异在27%到45%之间。中间模型提供比软管模型更好的路由性能。当上边界设置为25%时,中间模型与软管模型相比,网络拥塞率降低效果为26%。
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