Estimating flow times for containerized imports from Asia to the United States through the Western rail network

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Abstract

Queuing models are introduced for estimating container dwell times at rail intermodal terminals and transit times through rail line-haul corridors. These models are statistically calibrated on industry data. The intent of these models is to estimate changes in container flow times stemming from changes in infrastructure, staffing levels at terminals, or import volumes passing through given infrastructure. Flow times estimated for individual line segments are aggregated to provide estimates of the total transit time from West Coast rail ramps to inland destination ramps for imports moving from Asia to the Continental United States in marine as well as domestic containers.

Highlights

► Queuing model for estimating container flow times through rail intermodal terminals. ► Queuing model for estimating transit times through rail line-haul corridors. ► Integration of queuing analysis with supply-chain optimization. ► Prediction of containerized import volumes through rail corridors.

Introduction

The substantial growth in waterborne, containerized imports from Asia to the Continental United States experienced until 2007 (i.e., before the onset of the subsequent economic recession) strained the capacities of West Coast ports and landside channels to inland markets. At times, “melt-downs” were experienced at certain West Coast ports and on certain Western rail lines that triggered major shifts in the port and channel volumes of such imports. In response to this trade growth, there have been major expenditures by public agencies and private carriers to expand infrastructure, continuing at the present time. In some cases, new user fees or container fees have been introduced or proposed to pay for such improvements. Rates charged by railroads have in some cases escalated dramatically.

Some of the melt-down events came as a surprise to industry managers and governmental officials. We believe this reflects a lack of practical analytical tools that can be used to predict container dwell and transit times as a function of volume, infrastructure and staffing. While there is much useful literature on simulation models and queuing formulas for operational analysis of individual transportation links and terminals, to our knowledge there is little research on practical congestion analysis of large rail networks to support strategic planning. We aim to fill that need in this article. We provide a queuing model for rail intermodal terminals, the first such model to the best of our knowledge. We develop a new queuing formula for individual rail line-haul segments and combine in a practical way the results of application of the formula to individual rail links into estimates of the total transit times in transcontinental rail container corridors. Combined with results of queuing analyses of terminals, estimates of total container flow times from arrival at origin ramp to train arrival at inland destination ramp are readily developed for multiple transcontinental corridors. To the best of our knowledge, this is the first time a practical queuing-theoretic approach has been developed for estimating transit times through large, general freight rail networks.

Our motivation is the planning for continued growth of containerized imports from Asia to the Continental United States passing through West Coast ports and distributed across the Continental United States. The queuing models we propose are statistically calibrated on industry data for these import flows. There are many terminals and landside channels for which container flow times must be estimated. The desired accuracy of total-channel container flow times is on the order of days.

The structure of this article is as follows. We first provide an overview of the sequence of queues that imports moving in rail channels must negotiate. Next, we review the relevant literature. We then proceed to the development of our proposed queuing models and illustrate their application.

Section snippets

Supply-chain strategies and relevant queues

The majority of containerized imports from Asia to the Continental United States are retail goods or goods nearly ready for retail sale. The uninformed observer might think that all such containerized imports from Asia would move intact in marine containers from port of entry to distribution centers serving the regions of ultimate consumption, but such is not the case. In 2006, about 30% of such imports were unloaded from marine containers within the hinterland of the port of entry and

Literature review

Caris et al. (2008) provided an overview of planning decisions and solution methods in the domain of intermodal freight transport systems. They found a lack of research on strategic-level issues (network and facilities investment and configuration, service levels) and tactical-level issues (allocation of resources, pricing, staffing) facing intermodal operators. To the best of our knowledge, there is no published work on queuing models specifically developed for or applied to rail intermodal

Adapting queuing theory for container flow time analysis

The theory of waiting lines is based on probabilistic analysis of service systems. In a service system, customers arrive according to some random process. If a server is available, a customer proceeds immediately into service. Service commences and requires a random amount of time, after which the customer departs the system and the server is released. If on the other hand all servers are busy, the customer waits for the next available server. The expected waiting time (i.e., the probabilistic

Rail terminal congestion modeling

The 2006 statistics were provided to us in confidence by BNSF and Union Pacific concerning (1) average time from completion of loading stack trains (“release”) until train departure from on-dock terminals at selected West Coast ports, and (2) available acreage and staffing schedules at 14 off-dock West Coast intermodal terminals, and the average time from in-gating of container-on-chassis until train departure in each month as a function of the total monthly terminal lift volume.

For on-dock

Rail line-haul congestion modeling

Rail line hauls from West Coast ports to Midwestern gateways such as Chicago or Memphis comprise runs of more than two thousand miles through a rail network consisting of segments with varying traffic levels and varying track configurations. To estimate container transit time across the rail line-haul network, separate analyses were developed for each segment. In particular, different queuing models were developed for single-track and multiple-track segments of the network, discussed as follows.

Application in national-level analysis of import flows

In research sponsored by the Southern California Association of Governments, the authors have developed so-called Long-Run and Short-Run Elasticity Models to help answer the questions of whether or not importers will use new infrastructure or increased terminal staffing in exchange for higher fees (Leachman, 2010, Jula and Leachman, 2011a). The Long-Run Model assumes the mean and standard deviation of container flow times by port and landside channel are fixed, implicitly making the assumption

Conclusion

The contributions of this article to the literature concern the introduction of practical queuing models for estimating container flow times through rail intermodal terminals as a function of volume, infrastructure, staffing levels and operating schedules and practical queuing models for container flow times in long-distance rail networks as a function of track configurations and traffic volumes. To the best of our knowledge, the queuing model to estimate container flow times through rail

Acknowledgements

The authors are grateful to the BNSF and Union Pacific railroads for the provision of 2006 data sets concerning their intermodal terminals and line haul networks. This research was sponsored by the Southern California Association of Governments.

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