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The airport Network and Catchment area Competition Model - A comprehensive airport demand forecasting system using a partially observed database

机译:机场网络和集水区竞争模型 - 使用部分观测数据库的综合机场预报系统

摘要

For airport capacity planning long term forecasts of aircraft movements are required. The classical approach to generate such forecasts has been the use of time series data together with econometric models, to extrapolate observed patterns of growth into the future. More recently, the dramatically increased competition between airports, airlines and alliances on the one hand, and serious capacity problems on the other, have made this approach no longer adequate. Airport demand forecasts now need to focus heavily on the many competitive elements in addition to the growth element. In our paper we describe a comprehensive, pragmatic air demand model system that has been implemented for Amsterdam's Schiphol Airport. This model, called the Airport Network and Catchment area Competition Model (ACCM), provides forecasts of future air passenger volumes and aircraft movements explicitly taking account of choices of air passengers among competing airports in Europe. The model uses a straightforward nested logit structure to represent choices of air passengers among alternative departure airports, transport modes to the airport, airlines/alliances/low cost carriers, types of flight (direct versus transfer), air routes, and main modes of transport (for those distances where car and high-speed train may be an alternative option). Target year passenger forecasts are obtained by taking observed base year passenger numbers, and applying two factors to these: (1)Firstly a growth factor, to express the global impact of key drivers of passenger demand growth such as population size, income, trade volume; (2)Secondly a market share ratio factor, to express the increase (or decline) in attractiveness of the airport due to anticipated changes in its air network and landside-accessibility, relative to other (competing) airports. The target year passenger forecasts are then converted into aircraft movements to assess whether or not the available runway capacity is adequate. Key inputs to the model are data bases describing for base year and target year the level of service (travel times, costs, service frequencies) of the land-side accessibility of all departure airports considered, and the air-side networks of all departure and hub airports considered. The air-side networks (supply) are derived from a detailed OAG based flight simulation model developed elsewhere. A particular characteristic of the ACCM implementation for Schiphol Airport is that it had to be developed using only a partial data set describing existing demand: although detailed OD- information was available for air passengers using Schiphol Airport in 2003, no such data was available for other airports or other transport modes. As a consequence a synthetic modelling approach was adopted, where the unobserved passenger segments for the base year were synthesised using market shares ratios between unobserved and observed segments forecasts for the base year together with the observed base year passenger volumes. This process is elegant and appealing in principle, but is not without a number of problems when applied in a real case. In the paper we will first set out the objectives of the ACCM as it was developed, and the operational and practical constraints that were imposed. Then we will describe how the ACCM fits with model developments in the literature, and sketch the overall structure that was adopted. The following sections will describe the modelled alternatives and the utility structures, the level-of-service data bases used for land-side and air-side networks, for base year and target year. Then we will describe in some detail how we dealt with the partial data issue: the procedure to generate non-observed base year data, the validation, the problems encountered, the solutions chosen. Finally we shall show a number of the results obtained (subject to permission by the Dutch Ministry of Transport), and provide some conclusions and recommendations for further application of the methodology.
机译:对于机场容量规划,需要对飞机的运动进行长期预测。生成此类预测的经典方法是将时间序列数据与计量经济学模型结合使用,以推断观察到的未来增长模式。最近,一方面,机场,航空公司和联盟之间的竞争急剧增加,另一方面,严重的运力问题使这种方法不再适用。现在,机场需求预测除了增长要素外,还需要重点关注许多竞争要素。在我们的论文中,我们描述了已在阿姆斯特丹史基浦机场实施的全面,务实的空中需求模型系统。该模型称为机场网络和集水区竞争模型(ACCM),可明确考虑欧洲竞争机场之间的航空旅客选择,从而提供对未来航空旅客数量和飞机起降的预测。该模型使用直接嵌套的logit结构表示替代出发机场中的航空乘客选择,到机场的运输方式,航空公司/联盟/低成本航空公司,航班类型(直接与转移),航线和主要运输方式(对于那些可能选择汽车和高速火车的距离)。目标年份的乘客预测是通过观察的基准年乘客数量并应用两个因素得出的:(1)首先是增长因子,以表达乘客需求增长的主要驱动因素在全球范围内的影响,例如人口规模,收入,贸易量; (2)第二个市场份额比率因子,表示相对于其他(竞争)机场,由于其空中网络和陆上可及性的预期变化,导致机场吸引力的增加(或下降)。然后将目标年度的乘客预测转换为飞机起降,以评估可用的跑道容量是否足够。该模型的主要输入是描述基准年和目标年的数据库,这些数据库描述了所考虑的所有出发机场的陆上可及性的服务水平(旅行时间,成本,服务频率),以及所有出发地和考虑了枢纽机场。空中网络(供应)源自在其他地方开发的基于OAG的详细飞行模拟模型。史基浦机场ACCM实施的一个特殊特征是,它只能使用描述现有需求的部分数据集进行开发:尽管在2003年使用史基浦机场的航空乘客可以获得详细的OD信息,但其他方面则没有此类数据。机场或其他运输方式。因此,采用了一种综合建模方法,其中基年的未观察客运航段是使用基准年未观察和观察到的航段预测之间的市场份额比率以及观察到的基年客运量来合成的。该过程原则上是优雅且吸引人的,但是在实际情况下应用时并非没有很多问题。在本文中,我们将首先阐述ACCM的发展目标,以及所施加的操作和实际限制。然后,我们将描述ACCM如何适应文献中的模型发展,并概述所采用的总体结构。以下各节将描述基准年和目标年的建模替代方案和公用事业结构,以及用于陆侧和空侧网络的服务水平数据库。然后,我们将详细描述如何处理部分数据问题:生成未观察到的基准年数据的过程,验证,遇到的问题以及选择的解决方案。最后,我们将展示一些获得的结果(在得到荷兰运输部许可的情况下),并提供一些结论和建议,以进一步应用该方法。

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