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Reversing the direction of the transportation planning process: Measuring transportation infrastructure constraints on land use with historical data.

机译:颠倒运输计划过程的方向:使用历史数据测量运输基础设施对土地使用的限制。

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Typically the "forward" transportation planning process is accomplished by first generating person or vehicle trips (trip generation), second distributing these trips to various transportation analysis zones (trip distribution), and third assigning these trips to the network (traffic assignment). In this case, however, a "backward" process was proposed, modified, and then applied to the Charlottesville area for the 1967 base year, culminating in a five-components modeling process. One of the components, however, was extremely weak and led the author to develop a different approach that replaced the first four steps. This new model was calibrated for 1967 and then applied for the 1979 and 1990 forecast years. Lessons learned were then used to calibrate the model for the 1979 base year and apply it for the 1990 forecast year, and to demonstrate it as an instrument for understanding land use limits that arise from traffic volumes.; In the revised approach, zonal trip ends are directly estimated from transportation system variables that are influenced by link volumes, roadway types, travel distances, and the geographical position of the zone. Additionally, the author regressed retail employment, nonretail employment, and population to zonal trip ends. After implementing this "direct" model for the base year, the calibrated model is then applied for the forecast year. The success of these forecast year predictions is evaluated by comparing the predicted values to known values for the base and forecast years. Errors on the order of 50% were obtained overall, with larger values for retail employment and smaller values for nonretail employment and population.; The "given" in this dissertation is the forecast year traffic volumes and the dependent variable is socioeconomic parameters, such as zonal population, for the forecast year. Suggestions about how this model formulation might be interpreted to yield land use limits as a function of traffic volumes are discussed. A simple but perhaps significant finding for how to achieve convergence with the iterative entropy maximization method is outlined. Data issues associated with linking 1967, 1979, and 1990 Charlottesville data are explained. The use of historical data to predict the present is emphasized.
机译:通常,“前进”运输计划过程是通过首先生成人员或车辆行程(行程生成),然后将这些行程分配到各个交通分析区域(行程分配),然后将这些行程分配给网络(流量分配)来完成的。但是,在这种情况下,提出了“向后”过程,对其进行了修改,然后将其应用于1967年基洛斯夏洛茨维尔地区,最终形成了一个由五部分组成的建模过程。但是,其中一个组成部分非常薄弱,导致作者开发了一种替代前四个步骤的不同方法。对该新模型进行了1967年校准,然后应用于1979年和1990年的预测年。然后,将汲取的经验教训用于校准1979年基年的模型并将其应用于1990年预测年,并将其证明为了解交通量引起的土地使用限制的工具。在修改后的方法中,区域行程终点是根据交通系统变量直接估算的,该变量受链路数量,道路类型,行进距离和区域地理位置的影响。此外,作者将零售业,非零售业和人口回归到区域旅行结束。在对基准年实施此“直接”模型后,将校准后的模型应用于预测年。通过将基准年和预测年的预测值与已知值进行比较,可以评估这些预测年的预测是否成功。总体上获得了大约50%的误差,零售业的价值较大,非零售业和人口的价值较小。本文的“给定”是预测年的交通量,因变量是预测年的社会经济参数,例如区域人口。讨论了有关如何解释此模型公式以产生土地使用限制作为交通量函数的建议。概述了一个简单但可能有意义的发现,说明如何使用迭代熵最大化方法实现收敛。解释了与链接1967、1979和1990年夏洛茨维尔数据相关的数据问题。强调使用历史数据来预测现在。

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