首页> 外文会议>1st international conference on transportation information and safety 2011.;vol. 1. >Traffic Capacity of the Three Gorges-Gezhouba Hydro Project based on Multistage Queuing Theory
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Traffic Capacity of the Three Gorges-Gezhouba Hydro Project based on Multistage Queuing Theory

机译:基于多阶段排队理论的三峡—葛洲坝水利枢纽工程工程量

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Research on ship's traffic capacity of locks is an important elementary work in inland water navigation planning and the organization of ship's flow. In the Three Gorges-Gezhouba hydro project, for the short distance between the two locks, ship's arriving law of one of the locks can significantly affect the other one. Therefore the calculation of ship's traffic capacity of the Three Gorges-Gezhouba hydro project is different from the one of common channels. Queuing theory is applied to the research. A study on ship's arriving law is carried out based on the survey of traffic flow in the water area. Furthermore, with the influence of ship's flow between the two locks under consideration, a model of double-stage M/M queuing model is established; both theoretical calculation and computer simulation are carried out in the research, the elements of average queuing time, average number of clients in the waiting queue and busy server probability are achieved; and the calculation model of traffic capacity of locks is proposed based on these elements. The model has been checked with the actual data surveyed, the result show that the model is practical and reasonable. Finally, dispatching plan based on ship's traffic capacity is proposed.
机译:船闸通行能力的研究是内陆水域航行计划和船流组织的重要基础性工作。在三峡—葛洲坝水利枢纽工程中,对于两个船闸之间的短距离,其中一个船闸的船到达规律会显着影响另一个船闸。因此,三峡—葛洲坝水利枢纽工程船舶通行能力的计算方法与常用渠道之一有所不同。排队论被应用到研究中。基于对水域交通流量的调查,对船舶的到达规律进行了研究。此外,考虑到两个闸门之间船流的影响,建立了双阶段M / M / n排队模型。研究中进行了理论计算和计算机仿真,得到了平均排队时间,等待队列中的平均客户数和服务器繁忙概率等要素。在此基础上,提出了门锁通行能力的计算模型。通过实测数据对模型进行了检验,结果表明该模型是实用合理的。最后,提出了基于船舶通行能力的调度方案。

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