道路立体交叉适应性研究
摘要
本文系统研究了道路立体交叉的类型，从不同角度对立交类型进行了划分，在详细论述立交交通量预测模型的基础上，针对四阶段预测法中适合立交特点的主要数学模型做了深入研究，建立了道路立交各基本组成部分通行能力的数学模型，并按照立交的性质及人们对立交的要求，对立交服务水平进了研究，确立了道路立交的服务水平标准，提出了道路立交交通适应性指标，建立了道路立交适应性指标体系，并由多人层次分析法确定了各指标的相对权重。本文通过对立交通行能力的研究，提出了合理的立交交通适应性指标和方案评价模式，实例表明方法正确可行，可为工程应用参考。
In this paper, different overpass type has been researched. On the basis of forecast model of traffic volume discussing, the mathematic model for the basic parts of road overpass was built up through the research on main mathematical model which suit for overpass in four-stage forecast method. According to the properties and the requirements of the user, by working on the service level, the standard of service level has been defined. The adaptability index of traffic for road overpass was put forward and an adaptability index of traffic system was established. The relative weight of the indexes is determined by multi-person analytic hierarchy process(AHP). The research on traffic capacity of the overpass and the traffic adaptability index indicating the method in this paper are suitable for engineering application by the example in the paper and the method has potentially applied valuation to practical engineering.
In this paper, different overpass type has been researched. On the basis of forecast model of traffic volume discussing, the mathematic model for the basic parts of road overpass was built up through the research on main mathematical model which suit for overpass in four-stage forecast method. According to the properties and the requirements of the user, by working on the service level, the standard of service level has been defined. The adaptability index of traffic for road overpass was put forward and an adaptability index of traffic system was established. The relative weight of the indexes is determined by multi-person analytic hierarchy process(AHP). The research on traffic capacity of the overpass and the traffic adaptability index indicating the method in this paper are suitable for engineering application by the example in the paper and the method has potentially applied valuation to practical engineering.
引文
[1] 刘安．混合交通弹性需求均衡分配方法[J]．西安公路交通大学学报，1997,(3)：59-64．
[2] Daganzo C, Sheffi Y. On stochastic models of traffic assignment[J].Transportation Science, 1977,11(3):253-274.
[3] Oppenheim N. Equilibrium trip distribution assignment with variable destination costs[J], Transportation Research, 1993,B-27(3):207-217.
[4] 郭耀煌．运筹学与工程系统分析[M]．北京：中国建筑工业出版社,1986．
[5] 王炜，徐吉谦．城市交通规划理论及应用[M]．南京：东南大学出版性社，1998
[6] 李旭宏．道路交通规划[M]．南京：东南大学出版性社，1997．
[7] 张亚平，裴玉龙．道路通行能力研究现状及发展综述[J]．交通运输工程学报,2002,(2)；94-97
[8] Transportation Research Board, Highway Capacity Manual[R].Transportation research board special report 209. Washington DC,Revised, 1994.
[9] Gerald J Forbes, Fred L Hall, The application of catastrophe theory in modeling freeway traffic operations[J]. Transportation Research,1990,24(5):334-335.
[10] WANG WEI, XU Jiqian, etc, Urban transportation planning[M]. Nanjing: Southeast University Press 1999,113-114
[11] 李旭宏，田锋等．城市道路网供求分析技术[J]，交通运输工程学报2002，(2)，88-90
[12] 杨佩昆．交通管理与控制[M]．北京：人民交通出版社，1989
[13] 全永森．城市交通控制[M]．北京：人民交通出版社，1989
[14] 曾松．城市道路网导行策略研究[D]．上海：同济大学,2001
[15] 莫汉康，彭国雄等．诱导条件下交通控制子区自动划分[J]．交通运输工程学报．2002,(2)，67-72
[16] 晏克非，苏永云等．高架道路交通系统动态仿真模型研究[J]．中国公路学报,2000,13(增)：76-79．
[17] 美国交通研究委员会，任福田．道路通行能力手册[M]，北京：中国建筑工业出版社，1991
[18] 刘灿齐．车流在交叉口分流向延误的最短路径及其算法[J]，同济大学学报,2002,30(1)；52-56
[19] 张雨化主编．道路勘测设计．北京：人民交通出版社，1997．
[20] 贺拴海等编著．道路立交的规划与设计．北京：人民交通出版社，1994
[21] 沈建武，吴瑞麟编著．城市交通分析与道路设计．武汉：武汉测绘科技大学出版社，1996
[22] 杨涛主编．公路网规划．北京：人民交通出版社,1998．
[23] 杨少伟主编．道路立体交叉规划与设计．北京：人民交通出版社，2000．
[2] Daganzo C, Sheffi Y. On stochastic models of traffic assignment[J].Transportation Science, 1977,11(3):253-274.
[3] Oppenheim N. Equilibrium trip distribution assignment with variable destination costs[J], Transportation Research, 1993,B-27(3):207-217.
[4] 郭耀煌．运筹学与工程系统分析[M]．北京：中国建筑工业出版社,1986．
[5] 王炜，徐吉谦．城市交通规划理论及应用[M]．南京：东南大学出版性社，1998
[6] 李旭宏．道路交通规划[M]．南京：东南大学出版性社，1997．
[7] 张亚平，裴玉龙．道路通行能力研究现状及发展综述[J]．交通运输工程学报,2002,(2)；94-97
[8] Transportation Research Board, Highway Capacity Manual[R].Transportation research board special report 209. Washington DC,Revised, 1994.
[9] Gerald J Forbes, Fred L Hall, The application of catastrophe theory in modeling freeway traffic operations[J]. Transportation Research,1990,24(5):334-335.
[10] WANG WEI, XU Jiqian, etc, Urban transportation planning[M]. Nanjing: Southeast University Press 1999,113-114
[11] 李旭宏，田锋等．城市道路网供求分析技术[J]，交通运输工程学报2002，(2)，88-90
[12] 杨佩昆．交通管理与控制[M]．北京：人民交通出版社，1989
[13] 全永森．城市交通控制[M]．北京：人民交通出版社，1989
[14] 曾松．城市道路网导行策略研究[D]．上海：同济大学,2001
[15] 莫汉康，彭国雄等．诱导条件下交通控制子区自动划分[J]．交通运输工程学报．2002,(2)，67-72
[16] 晏克非，苏永云等．高架道路交通系统动态仿真模型研究[J]．中国公路学报,2000,13(增)：76-79．
[17] 美国交通研究委员会，任福田．道路通行能力手册[M]，北京：中国建筑工业出版社，1991
[18] 刘灿齐．车流在交叉口分流向延误的最短路径及其算法[J]，同济大学学报,2002,30(1)；52-56
[19] 张雨化主编．道路勘测设计．北京：人民交通出版社，1997．
[20] 贺拴海等编著．道路立交的规划与设计．北京：人民交通出版社，1994
[21] 沈建武，吴瑞麟编著．城市交通分析与道路设计．武汉：武汉测绘科技大学出版社，1996
[22] 杨涛主编．公路网规划．北京：人民交通出版社,1998．
[23] 杨少伟主编．道路立体交叉规划与设计．北京：人民交通出版社，2000．