动态交通分配中的动态链路行程时间模型

Proceedings of the 2003 IEEE International Conference on Intelligent Transportation Systems Pub Date : 2003-12-19 DOI:10.1109/ITSC.2003.1252643

ShuGuang Li

{"title":"动态交通分配中的动态链路行程时间模型","authors":"ShuGuang Li","doi":"10.1109/ITSC.2003.1252643","DOIUrl":null,"url":null,"abstract":"This paper proposes time-dependent link travel time functions for dynamic traffic assignment. According to the theory of traffic flow wave, the link travel time model is given for application to dynamic traffic assignment. Based on kinematic wave theory, the average queue length experiencing the link during interval k is calculated, and the link travel time for all k can be determined recursively.","PeriodicalId":123155,"journal":{"name":"Proceedings of the 2003 IEEE International Conference on Intelligent Transportation Systems","volume":"27 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2003-12-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Dynamic link travel time model in dynamic traffic assignment\",\"authors\":\"ShuGuang Li\",\"doi\":\"10.1109/ITSC.2003.1252643\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This paper proposes time-dependent link travel time functions for dynamic traffic assignment. According to the theory of traffic flow wave, the link travel time model is given for application to dynamic traffic assignment. Based on kinematic wave theory, the average queue length experiencing the link during interval k is calculated, and the link travel time for all k can be determined recursively.\",\"PeriodicalId\":123155,\"journal\":{\"name\":\"Proceedings of the 2003 IEEE International Conference on Intelligent Transportation Systems\",\"volume\":\"27 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2003-12-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the 2003 IEEE International Conference on Intelligent Transportation Systems\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/ITSC.2003.1252643\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the 2003 IEEE International Conference on Intelligent Transportation Systems","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ITSC.2003.1252643","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}

引用次数: 1

摘要

本文提出了动态交通分配的时变路段行程时间函数。根据交通流波理论，给出了用于动态交通分配的路段行程时间模型。基于运动波理论，计算了k区间内经过路段的平均排队长度，递归地确定了k区间内的路段行驶时间。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

查看原文本刊更多论文

Dynamic link travel time model in dynamic traffic assignment

This paper proposes time-dependent link travel time functions for dynamic traffic assignment. According to the theory of traffic flow wave, the link travel time model is given for application to dynamic traffic assignment. Based on kinematic wave theory, the average queue length experiencing the link during interval k is calculated, and the link travel time for all k can be determined recursively.

求助全文

通过发布文献求助，成功后即可免费获取论文全文。去求助

来源期刊

Proceedings of the 2003 IEEE International Conference on Intelligent Transportation Systems

自引率

0.00%

发文量