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基于回归分析的交织区通行能力模型
引用本文:赵靖,白玉,杨晓光. 基于回归分析的交织区通行能力模型[J]. 城市交通, 2009, 7(5): 85-90
作者姓名:赵靖  白玉  杨晓光
作者单位:上海市政工程设计研究总院,上海,200092;同济大学交通运输工程学院,上海,201804
基金项目:国家自然科学基金重点项目,国家自然科学基金 
摘    要:
针对以往交织区通行能力回归分析中缺乏较为通用的回归模型、导致模型设计盲目性较大的问题,以HCM2000中交织区通行能力建议值为基础,建立模型的基本形式。研究表明,双曲线模型可较好地描述交织区通行能力与交织区长度的关系,模型参数可通过对交织区类型、交织流量比、交织区车道数和自由流车速等因素进行多元线性回归拟合得到。经检验,模型拟合度为0.918,平均误差为4.4%,说明模型可用且准确性较高。将模型应用于天津市快速路交织区通行能力计算中,验证了模型的实用性和可移植性。

关 键 词:交通工程  通行能力  回归分析  交织区

A Regression-Based Capacity Model for Weaving Areas
ZHAO Jing,Bai Yu,YANG Xiao-guang. A Regression-Based Capacity Model for Weaving Areas[J]. Urban Transport of China, 2009, 7(5): 85-90
Authors:ZHAO Jing  Bai Yu  YANG Xiao-guang
Affiliation:1. Shanghai Municipal Engineer Design General Institute, Shanghai 200092, China; 2. School of Transportation Engineering, Tongji University, Shanghai 201804, China
Abstract:
Due to a lack of regression models generally used for weaving area capacity analyses, which leads to a blindness in model design, this paper develops a base model, based on the suggested values of weaving area capacity by HCM2000. Results show that the hyperbolic model yields a good illustration of relationship between weaving capacity and weaving length, and that the model parameters can be calibrated through a multi-linear regression by considering factors like weaving types, weaving flow ratios, number of weaving lanes, and free speeds. A statistic test shows the model is promising, with a good-fitness of 0.918, and an average error of 4.4%. A demonstration in capacity analysis of an expressway in Tianjin shows the model is applicable elsewhere as welt.
Keywords:traffic engineering  capacity  regression analyses  weaving area
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