题名

動態旅次起迄需求推估方法之研究:流量模擬法

并列篇名

Estimation of Time-Dedendent Origin-Destination Demands Through Flow Simulation Approach

DOI

10.6402/TPJ.200909.0247

作者

胡大瀛(Ta-Yin Hu);何偉銘(Wei-Ming Ho)

关键词

非指派模式 ; 流量模擬 ; 依時性旅次起迄 ; Non-assignment based model ; Flow simulation ; Time-dependent O-D

期刊名称

運輸計劃季刊

卷期/出版年月

38卷3期(2009 / 09 / 30)

页次

247 - 273

内容语文

繁體中文

中文摘要

依時性旅次起迄資料是先進交通管理系統(ATMS)中動態交通指派的重要資料,主要運用於路網中的交通流量預測並進行交通控制與管理,相關研究近年來皆持續發展。本研究應用流量模擬法模擬各單一起點到達多迄點流量(One-to-All flow simulation)進行非指派為基礎之動態旅次起迄比例值推估。模式主要特色:(1)單一起點流量模擬法提供額外路段流量資訊;(2)以迄點為基礎之周界線流量,提供僅利用起點偵測路段流量推估動態O-D比率之方法;(3)路徑旅行時間利用車輛軌跡檔,以起、迄點間最短路徑上所通過之車輛空間平均速度為計算之基準,適用於壅塞之路段以及市區號誌化路網。模式應用上,本研究建構三個路網進行模式應用與敏感度分析,包括:小路網、市區號誌化路網、市區與高速公路混合路網。結果顯示,模式於市區號誌化路網之均方根誤差(RMSE)值約為0.047,本研究所提出之動態旅次起迄推估模式具有合理之結果。

英文摘要

Time-dependent Origin-Destination (O-D) demand data is critical to the success of Dynamic Traffic Assignment in Advanced Traffic Management Systems (ATMS), and extensive research has been conducted in the past decade to tackle this problem. This research applies the One-to-All Flow Simulation method to generate the single origin to multiple destinations flows and aggregates simulated flows with detector flows to estimate possible O-D splits based on the non-assignment based model. The unique features of the model include: (1) the One-to-All Flow Simulation, which is utilized to calculate the O-D splits supplies the additional link counts data; (2) the destination-based Cordon-line supplies a method to estimate O-D splits with sparsely-distributed detectors. (3) the path travel time is calculated based on the space mean speed of all vehicles taking the shortest path from origins to destinations, suitable for congested links and a signalized urban network; Numerical experiments to illustrate the proposed model are conducted in three networks: a small test network, a signalized urban network and a mixed network, and several sensitivity analyses are performed. The numerical results show that the root mean square error (RMSE) of the signalized urban network is 0.047; the estimated O-D splits from the proposed model are reasonable and acceptable.

主题分类 工程學 > 交通運輸工程
社會科學 > 管理學
参考文献
  1. Ashok, K.(1996).Cambridge, MA,Center of Transportation Studies, Massachusetts Institute of Technology.
  2. Ashok, K.,Ben-Akiva, M.(1993).Dynamic Origin-Destination Matrix Estimation and Prediction for Real-Time Traffic Management Systems.Transportation and Traffic Theory,25(1),465.
  3. Ashok, K.,Ben-Akiva, M.(2002).Estimation and Prediction of Time-Dependent Origion-Destination Flows with a Stochastic Mapping to Path Flows and Link Flows.Transportation Science,36(2),184-198.
  4. Ashok, K.,Ben-Akiva, M.(2000).Alternative Approaches for Real-Time Estimation and Prediction of Time-Dependent Original-Destination Flows.Transportation Science,34(1),21-36.
  5. Bell, M. G. H.(1991).The Estimation of Origin-Destination Matrices by Constrained Generalised Least Squares.Transportation Research B,25,13-22.
  6. Ben-Akiva(2003).Development of a Deployable Real-Time Dynamic Traffic Assignment System.DynaMIT-R User's Guide Version 2.0.
  7. Cascetta, E.,Inaudi, D.,Marquis, G.(1993).Dynamic Estimator of Origin-Destination Matrices Using Traffic Counts.Transportation Science,27,363-373.
  8. Chang, G. L.,Tao, X.(1996).Estimation of Dynamic Network O-D Distribution for Urban Networks.Transportation and Traffic Flow Theory,13,1-20.
  9. Chang, G. L.,Tao, X.(1999).An Integrated Model for Estimating Time-Varying Network Origin-Destination Distribution.Transportation Research A,33(2),381-399.
  10. Chang, G. L.,Wu, J.(1994).Recursive Estimation of Time-Varying O-D Flows from Traffic Counts in Freeway Corridors.Transportation Research B,28(2),141-160.
  11. Chang, G. L.,Wu, J.(1996).Estimation of Time-Varying Origin-Destination Distributions with Dynamic Screen-Line Flows.Transportation Research B,30(4),277-290.
  12. Dixon, P.,Rilett, L.(2000).Transportation Research Board CD-ROM.Washington, D.C.:National Research Council.
  13. Etemadnia, H.,Abdelghany, K.(2009).Transportation Research Board CD-ROM.Washington, D.C.:National Research Council.
  14. Jayakrishnan, R.,Mahmassani, H. S.,Hu, T. Y.(1994).DYNASMART: An Evaluation Tool for ATIS/ATMS in Urban Traffic Networks.Transportation Research C,2(3),129-147.
  15. Kang, Y.(1999).Austin,University of Texas.
  16. Lin, P. W.,Chang, G. L.(2005).A Robust Model for Estimating Freeway Dynamic Origin-Destination Matrix.Transportation Research Record,1923,110-118.
  17. Lin, P. W.,Chang, G. L.(2007).A Generalized Model and Solution Algorithm for Estimation of the Dynamic Freeway Origin-Destination Matrix.Transportation Research B,41(5),554-572.
  18. Nihan, N.L.,Davis, G. A.(1987).Recursive Estimation of Origin-Destination Matrices from Input/Output Counts.Transportation Research B,21(2),149-163.
  19. Okutani, I.,Stephanedes, Y. J.(1984).Dynamic Prediction of Traffic Volume through Kalman Filtering Theory.Transportation Research Part B,18(1),1-11.
  20. Sherali, H.,Park, T.(2001).Estimation of Dynamic Origin-Destination Trip Tables for a General Network.Transportation Research B,35,217-235.
  21. Tavana, H.(2001).Austin,University of Texas.
  22. Van Der Zijpp, N. J.,De Romph, E.(1997).A Dynamic Traffic Forecasting Application on the Amsterdam Beltway.International Journal of Forecasting,13,87-103.
  23. Xu, W.,Chan, Y.(1993).Estimating an Origin-Destination Matrix with Fuzzy Weights.Transportation Planning and Technology,17,145-163.
  24. Zhou, X. S.,Erdoğan, S.,Mahmassani, H. S.(2006).Dynamic Origin Destination Trip Demand Estimation for Subarea Analysis.Transportation Research Record,1964,176-184.
  25. 卓訓榮、曾國雄、周幼珍、江勁毅(1997)。動態流量推估動態O-D方法之研究。運輸計劃季刊,26(4),615-638。
  26. 胡大瀛、何志宏、李維聰、董啟崇、溫傑華、廖彩雲、陳朝輝(2004)。交通部運輸研究所委託專案研究報告交通部運輸研究所委託專案研究報告,臺北:。
  27. 胡守任(2001)。交通部運輸研究所委託專案研究報告交通部運輸研究所委託專案研究報告,臺北:。
  28. 陳齊邦(2006)。碩士論文(碩士論文)。淡江大學運輸管理學系運輸科學所。