Performance and evaluation of adaptive backoff schemes in traffic shaping over high speed network

S. Lekcharoen
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引用次数: 2

Abstract

Traffic shaping mechanism wants smooth traffic but network congestion built up in outgoing at high speed network still occurs when source traffic always becomes at hit the highest point rate. It is causing a lot of non-conforming frames. However, as one way to solving this problem, we purpose a backoff time in leaky bucket over traffic shaping mechanism. Backoff time computations are wildly used in order to avoid the impact on the network performance whenever the increment of offered load arises. The fluctuation of offered load will cause the congestion at waiting room. Furthermore it will lead to or will be close to the deadlock situation as many attempts are there for all-the-time busy service center. The backoff computation will help reduce the repetition of I/O cycles (required to switch task between waiting room to service center) and will prevent the maximum attempts to be reached due to the congested traffic at the waiting room, backoff time computation schemes proposed in this paper are pseudorandom backoff (PB) time, exponential backoff (EB) time and random backoff (RB) time. In pseudorandom backoff (PB) scheme, none of the computation is applicable but the queue discipline. In this paper, the FIFO and the maximum queue size are preset. In exponential backoff (EB) scheme, each node will double the backoff time interval up to the maximum backoff time after each attempt. On the other hand, it will decrease the backoff interval time to the minimum value after a successful attempt. In random backoff (RB) scheme, the delay in queue will be computed randomly, meaning that all frames are to wait in queue until next attempt arises for any random period of time. The performance of three backoff schemes has been investigated by the fluctuation of telecommunication traffic stream (ON/OFF stream). Simulation results indicate that EB and PB help improve performance of network depending on maximum waiting time in queue. Moreover, RB is found to be better regardless to QoS and better if required bandwidth are substantial.
高速网络流量整形中自适应后退方案的性能与评价
流量整形机制希望流量平滑,但在高速网络中,当源流量始终处于峰值速率时,出站时仍然会产生网络拥塞。这导致了很多不符合标准的框架。然而,作为解决这一问题的一种方法,我们在流量整形机制上引入了漏桶回退时间。当提供的负载增加时,为了避免对网络性能的影响,广泛使用回退时间计算。供给负荷的波动会引起候车室的拥挤。此外,这将导致或将接近死锁的情况下,有许多尝试,所有的时间繁忙的服务中心。退退计算有助于减少I/O周期的重复(在等候室和服务中心之间切换任务所需的),并防止由于等候室拥挤的交通而达到最大尝试,本文提出的退退时间计算方案有伪随机退退(PB)时间,指数退退(EB)时间和随机退退(RB)时间。在伪随机退退(PB)方案中,除了队列规则外,其他计算方法都不适用。在本文中,预先设定了FIFO和最大队列大小。在指数退退(EB)方案中,每个节点在每次尝试后都会将退退时间间隔加倍,直至最大退退时间。另一方面,它将在成功尝试后将回退间隔时间减少到最小值。在随机回退(RB)方案中,队列中的延迟将随机计算,这意味着所有帧都将在队列中等待,直到任何随机时间段出现下一次尝试。通过通信业务流(开/关流)的波动,研究了三种退退方案的性能。仿真结果表明,基于最大排队等待时间的EB和PB策略有助于提高网络性能。此外,RB被发现与QoS无关,如果所需带宽很大,则更好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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