起迄對旅行時間目標下高速公路匝道儀控之研究

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黃炳霖(Bing-Lin Huang) 查詢紙本館藏

畢業系所

土木工程學系

論文名稱

起迄對旅行時間目標下高速公路匝道儀控之研究

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摘要(中)

藉由匝道儀控調節進入高速公路流量，維持高速公路主線上車流在一定的服務水準，是高速公路解決交通擁擠的主要方法之一。而目前匝道儀控的管制時間不再只限於特定時段，而是全天候24小時依照高速公路各路段交通的實際需要，機動採取管制措施。
緣此，本研究考量政府相關單位對於特定的起迄對，其高速公路的旅行時間能夠在預計時段內到達，以路網設計的方式，考量起迄對旅行時間目標下建構匝道儀控模型，根據用路人均衡條件運用巢化對角法進行交通量指派。最後提出數值範例加以驗證之，進而提出結論與建議。

摘要(英)

Ramp metering control is one of the strategies to maintain traffic flows to satisfy a certain level of service in highway. However, the most ramp metering controls nowadays not focus on specific sessions, but according to 24-hour real time traffic situation in highway have different control measures.
In the following study, we will use network design method to formulate highway ramp metering model for OD-pair travel time reason based on relevant governmental estimation highway travel time for some OD-pair. To make some progress to solve the problem, we use Nested Diagonalization method to do traffic assignment. Numerical examples are presented to validate the results of the model. Finally conclusions and suggestions are presented.

關鍵字(中)

★ 巢化對角法
★ 路網設計
★ 匝道儀控

關鍵字(英)

★ network design
★ Nested Diagonalization
★ ramp metering

論文目次

摘要 I
Abstract II
誌謝 III
目錄 IV
圖目錄 VI
表目錄 VII
表目錄 VII
第一章緒論 1
1.1研究動機 1
1.2研究目的 2
1.3 研究範圍與假設 3
1.3.1 研究假設 3
1.3.2研究範圍 3
1.4研究方法與流程 4
第二章文獻回顧 6
2.1 動態旅運選擇模型 6
2.2匝道儀控相關文獻 10
2.3小結 17
第三章匝道儀控數學模型 19
3.1 模型使用符號說明 19
3.2 均衡條件 21
3.3 數學模式 21
3.4 對等性證明 23
3.4.1 必要性證明 23
3.4.2 充分性證明 24
3.5一般化旅行時間 27
3.6時空網路 27
第四章求解演算法與範例測試分析 30
4.1Frank-Wolfe演算法 30
4.2匝道儀控模型求解演算法 33
4.3 範例測試與分析 36
4.3.1輸入資料 36
4.3.2測試結果 37
第五章結論與建議 47
5.1結論 47
5.2建議 48
參考文獻 49
附錄A 53
附錄B 55

參考文獻

1. 王雲慶(2004)，應用基因模糊邏輯建構適應性匝道儀控系統，逢甲大學交通工程與管理所碩士論文，台中。
2. 陸勇奇(2002)，高速公路車流速度模擬及匝道交通管理--以台中地區為例，東海大學資訊工程與科學系碩士在職專班碩士論文，台中。
3. 張程皓(1994)，都會區高速公路匝道儀控之研究，國立台灣大學土木工程學研究所碩士論文，台北。
4. 交通部統計處(2009)，「98年春節期間高速公路用路人滿意度調查」摘要分析，台北。
5. 張堂賢、莊國欽(2004)，非線性系統於高快速道路整合匝道儀控之研究，運輸計劃季刊，第三十三卷，第四期，頁673-689。
6. 張海軍、楊曉光、張珏(2005)，高速公路入口匝道控制方法綜述，同濟大學學報，第三十三卷，第八期，頁1051-1055。
7. 陳惠國(2008)，中央大學土木系短期課程講義。
8. 藍武王、許書耕(1993)，高速公路上匝道系統之理論與實務初探，都市及公路交通監控技術研討會。
9. 蘇志強、莊弼昌、蘇梓見(2002)，構建高速公路入口匝道儀控專家系統之研究，交通學報，第二卷，第一期，頁103-128。
10. Chen, H.K., Hsueh, C.F., (1996), “A Dynamic User - Optimal Route Choice Problem Using a Link-Based Variational Inequality Formulation,” Proceedings of the 5th Wordld Congress of the RSAI Conference, Tokyo, Japan.
11. Chen, H.K., (1999), Dynamic Travel Choice Model: A Variational Inequality Approach, Springer - Verlag, Berlin.
12. Chen, H.K., (2005), “A Bilevel Model for Dynamic Ramp Metering on Freeways,” International Conference on Intercity High Speed Ground Transport, Taipei.
13. Chen, H.K., Hsueh, C.F., (1998), “A Model and an Algorithm for the Dynamic User-Optimal Route Choice Problem,” Transportation Research Part B, Vol. 32, No. 3, pp. 219-234.
14. Chen, L.L., May, A.D., Auslander, D.M., (1990), “Freeway Ramp Control Using Fuzzy Set Theory for Inexact Reasoning,” Transportation Research Part A, Vol. 24, No. 1, pp. 15-25.
15. Chang, G.L., Ho, P.K., Wei, C.H., (1993), “A Dynamic System-Optimal Control Model for Commuting Traffic Corridors,” Transportation Research Part C, Vol. 1, No. 1, pp. 3-22.
16. Chang, G.L., Wu, J., Cohen, S.L., (1994), “Integrated Real-Time Ramp Metering Model for Nonrecurrent Congestion: Framework and Preliminary Results,” Transportation Research Record, No. 1446, pp. 56-65.
17. Davis, L.C., (2006), “Controlling Traffic Flow Near the Transition to the Synchronous Flow Phase,” Physica A, Vol. 368, pp. 541-550.
18. Eldor, M., (1977), “Demand Predictors for Computerized Freeway Control Systems,” Proceedings of the 7th International Symposium on Transportation and Traffic Theory, pp. 341-370.
19. FWHA, (1989), Manual on Uniform Traffic Control Devices, U.S. DOT.
20. Friesz, T.L., Luque, F.J., Tobin, R.L. and Wie, B.W., (1989), “Dynamic Network Traffic Assignment as a Continuous Time Optimal Control Problem,” Operations Research, Vol. 37, No. 6, pp. 893-901.
21. Isaken, L., Payne, H. J. (1973), “Suboptimal Control of Linear Systems by Augmentation with Application to Freeway Traffic Regulation,” IEEE Transactions on Automatic Control, Vol. 18, No. 3, pp. 210-219.
22. Kahng, S.J., Jeng, C.Y., Campbell, J.F., May, A.D., (1984), “Developing Segmentwide Traffic-Responsive Freeway Entry Control,” Transportation Research Record, No. 957, pp. 5-13.
23. Payne, H. J., (1971), “Models of Freeway Traffic and Control,” Simulation Council Proceedings, Vol. 1, pp. 51-61.
24. Papageorgiou, M., (1980), “A New Approach to Time-of-Day Control Based on a Dynamic Freeway Traffic Model,” Transportation Research Part B, Vol. 14, pp. 349-360.
25. Papageorgiou, M., (1984), “Multilayer Control System Design Applied to Freeway Traffic,” IEEE Transactions on Automatic Control, Vol. 29, No. 6, pp. 482-490.
26. Papageorgiou, M., Habib, H.S., Blosseville, J.M., (1991), “ALINEA: A Local Feedback Control Law for On-Ramp Metering,” Transportation Research Record, No. 1320, pp. 58-64.
27. Papageorgiou, M., Kotsialos, A., (2002), “Freeway Ramp Metering: An Overview,” IEEE Transactions on Intelligent Transportation Systems, Vol. 3, No. 4. pp. 271-281.
28. Ran, B., Boyce D.E., (1996a), “A Link-Based Variational Inequality Formulation of Ideal Dynamic User-Optimal Route Choice Problem,” Transportation Research Part C, Vol. 4, No.1, pp. 1-12.
29. Ran, B., Boyce, D.E., (1996b), Modeling Dynamic Transportation Network: An Intelligent Transportation System Oriented Approach, Springer-Verlag, New York.
30. Ran, B., Hall, R.W., Boyce, D.E., (1996), “A Link-Based Variational Inequality Model for Dynamic Departure Time/Route Choice,” Transportation Research Part B, Vol. 30, No. 1, pp. 31-46.
31. Smith, M.J., (1993), “A New Dynamic Traffic Model and the Existence and Calculation of Dynamic User Equilibria on Congested Capacity-Constrained Road Networks,” Transportation Research Part B, Vol. 27, No. 1, pp. 49-63.
32. Wattleworth, J. A., Berry, D. S., (1965), “Peak Period Control of a Freeway System-Some Theoretical Investigations,” Highway Research Record, No. 89, pp. 1-25.
33. Wattleworth, J. A., (1967), “Peak-Period Analysis and Control of a Freeway System,” Highway Research Record, No. 157, pp.1-10.
34. Wang, J. J., May, A. D., (1973), “Computer Model for Optimal Freeway On-Ramp Control,” Transportation Research Record, No. 469, pp. 16-25.
35. Zhang, H.M., Ritchie, S.G., and Recker, W.W., (1996), “Some General Results on the Optimal Ramp Control Problem,” Transportation Research Part C, Vol. 4, No. 2, pp. 51-69.
36. Zhang, H. M., Recker, W. W., (1999), “On Optimal Freeway Ramp Control Policies for Congested Traffic Corridors,” Transportation Research B, Vol. 33, No. 20, pp. 417-436.

指導教授

陳惠國(Huey-Kuo Chen)

審核日期

2009-10-5

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