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外文摘要
引文資料
題名:
混合車流格位傳遞模式之建立與驗證
書刊名:
運輸學刊
作者:
邱裕鈞
/
謝志偉
作者(外文):
Chiou, Yu-chiun
/
Hsieh, Chih-wei
出版日期:
2012
卷期:
24:2
頁次:
頁245-276
主題關鍵詞:
混合車流
;
格位傳遞模式
;
機車
;
熵值
;
Mixed traffic
;
Cell transmission model
;
Motorcycle
;
Entropy
原始連結:
連回原系統網址
相關次數:
被引用次數:期刊(
3
) 博士論文(0) 專書(0) 專書論文(0)
排除自我引用:
2
共同引用:0
點閱:48
格位傳遞模式(Cell Transmission Model, CTM)能有效模擬不同交通狀態下之純車流行為,但無法滿足模擬混合車流特性。基此,本文建立混合車流格位傳遞模式(Mixed Traffic Cell Transmission Models, MCTM)模擬汽機車混合車流行為。由於此兩車種係以不同的車流行為競爭道路最大容量與剩餘儲車空間。因此,MCTM必須依據不同混合比例與交通時相動態調整,以反映自由流、同步流與壅塞流車流行為。透過實際觀察,本文建立兩種MCTM模式,模式一係參考上一格位汽車與機車之比例,模式二進一步利用熵值調整速率。本文蒐集臺北市實際道路車流特性驗證兩種MCTM模式。結果顯示,本文所建立的兩種MCTM模式在號誌時相及混合比例的變化下,比較實際車流特性與模擬值,平均絕對誤差百分比值低於30%,可達到精準確的模擬效果。
以文找文
Cell transmission models (CTM) can efficiently simulate traffic hydrodynamics under various traffic conditions. The conventional CTM was designed for pure traffic. Incorporation of more realistic CTM rules into the simulation of mixed traffic on urban streets is comparatively less addressed. Based on this, this study proposes mixed traffic cell transmission models (MCTM) to replicate the behaviors of mixed traffic consisting of cars and motorcycles. Both types of vehicles exhibit rather different traffic behaviors in competing for roadway capacity and remaining storage space. Thus, MCTM should be dynamically adjusted and allocated between cars and motorcycles according to the ratio of vehicles types and traffic phases-Free flow; synchronized, and congested. Based on the field observations, two MCTM models are developed. The first MCTM model uses the ratio of car to motorcycle in the last upstream cell to determine the amount of roadway resources allocated to cars, and vice versa f or motorcycles. The second MCTM model further incorporates an entropy index to adjust the traffic speed. To validate the proposed MCTM models, videotapped traffic data in Taipei city covering a full traffic spectrum from free-flow to congested are collected. The results show that both of the proposed MCTM models can accurately simulate the traffic flows under various traffic phases and mixture ratios with an average MAPE (Mean Absolute Percentage Error) below 30%.
以文找文
期刊論文
1.
Daganzo, C. F.(1994)。The Cell Transmission Model: A Dynamic Representation of Highway Traffic Consistent with the Hydrodynamic Theory。Transportation Research Part B: Methodological,28(4),269-287。
2.
Gomes, G.、Horowitz, R.(2006)。Optimal Freeway Ramp Metering Using the Asymmetric Cell Transmission Model。Transportation Research Part C: Emerging Technologies,14(4),244-262。
3.
邱裕鈞、藍武王、許珮珊、曾群明(2011)。應用格位傳送模式建構高速公路動態起迄矩陣推估演算法。運輸學刊,23(1),97-128。
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4.
Bodjanova, S.(1999)。Exploratory Analysis of Empirical Frequency Distributions Based on Partition Entropy。Information Sciences,121(1/2),135-147。
5.
Boel, R.、Mihaylova, L.(2006)。A Compositional Stochastic Model for Real Time Freeway Traffic Simulation。Transportation Research Part B: Methodological,40(4),319-334。
6.
Newell, G. F.(1993)。A Simplified Theory of Kinematic Waves in Highway Traffic, Part I: General Theory。Transportation Research Part B: Methodological,27(4),281-287。
7.
Lo, H. K.(1999)。A Novel Traffic Signal Control Formulation。Transportation Research Part A: Policy and Practice,33(6),433-448。
8.
Juang, J. C.、Chiang, Y. H.(2003)。Predictive Control of a Hysteretic Model - With Applications to Intelligent Transportation Systems。Proceedings of the 2003 IEEE International Conference on Intelligent Transportation Systems,1,814-818。
9.
Lan, L. W.、Chiou, Y. C.、Lin, Z. S.、Hsu, C. C.(2010)。Cellular Automaton Simulations for Mixed Traffic with Erratic Motorcycles Behaviours。Physica A: Statistical Mechanics and its Applications,389(10),2077-2089。
10.
Lo, H. K.、Szeto, W. Y.(2002)。A Cell-based Variational Inequality Formulation of the Dynamic User Optimal Assignment Problem。Transportation Research Part B: Methodological,36(5),421-443。
11.
Logghe, S.、Immers, L. H.(2008)。Multi-class Kinematic Wave Theory of Traffic Flow。Transportation Research Part B: Methodological,42(6),523-541。
12.
Long, J.、Gao, Z.、Zhao, X.、Lian, A.、Orenstein, P.(2011)。Urban Traffic Jam Simulation Based on the Cell Transmission Model。Networks and Spatial Economics,11(1),43-64。
13.
Chanut, S.、Buisson, C.(2003)。Macroscopic Model and Its Numerical Solution for Two-flow Mixed Traffic with Different Speeds and Lengths。Transportation Research Record: Journal of the Transportation Research Board,1852,209-219。
14.
Chiou, Y. C.、Huang, Y. F.、Lin, P. C.(2012)。Optimal Variable Speed-limit Control under Abnormal Traffic Conditions。Journal of the Chinese Institute of Engineers,35,299-308。
15.
Daganzo, C. F.(1995)。The Cell Transmission Model, Part II: Network Traffic。Transportation Research Part B: Methodological,29(2),79-93。
16.
Newell, G. F.(1993)。A Simplified Theory of Kinematic Waves in Highway Traffic, Part II: Queueing at Freeway Bottlenecks。Transportation Research Part B: Methodological,27(4),289-303。
17.
Newell, G. F.(1993)。A Simplified Theory of Kinematic Waves in Highway Traffic, Part III: Multi-destination Flows。Transportation Research Part B: Methodological,27(4),305-313。
18.
Tang, C.、Jiang, R.、Wu, Q.、Wiwatanapataphee, B.、Wu, Y.(2007)。Mixed Traffic Flow in Anisotropic Continuum Model。Transportation Research Record: Journal of the Transportation Research Board,1999,13-22。
19.
Ukkusuri, S. V.、Ramadurai, G.、Patil, G.(2010)。A Robust Transportation Signal Control Problem Accounting for Traffic Dynamics。Computers and Operations Research,37(5),869-879。
20.
Zhang, H.、Jin, W.(2002)。Kinematic Wave Traffic Flow Model for Mixed Traffic。Transportation Research Record: Journal of the Transportation Research Board,1802,197-204。
會議論文
1.
Munoz, L.、Sun, X.、Horowitz, R.、Alvarez, L.(2003)。Traffic Density Estimation with the Cell Transmission Model5,3750-3755。
2.
Munoz, L.、Sun, X.、Dengfeng, S.、Gomes, G.、Horowitz, R.(2004)。Methodological Calibration of the Cell Transmission Model1,798-803。
3.
Shang, H. Y.、Huang, H. J.(2007)。A Cell Transmission Model and Its Application in Optimizing the Location of Variable Message Signs4,75-79。
4.
Yuan, C. L.、Yang, X. G.、Shen, F.(2004)。Fixed Cycle Strategy in Oversaturated Network Traffic Control2,8674-8678。
研究報告
1.
林豐博、曾平毅、林國顯、蘇振維、鄭嘉盈、張舜淵(2003)。臺灣地區多車道郊區公路容量及特性研究(一)。
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學位論文
1.
劉峰佑(2009)。格位轉換模式應用於匝道儀控之研究(碩士論文)。逢甲大學。
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2.
蔡美蓉(2008)。格位轉換模式(CTM)之實證--以中山高速公路為例(碩士論文)。逢甲大學。
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3.
何佳娟(2001)。微觀汽、機車混合車流模式之研究。交通大學。
延伸查詢
4.
李佩蓉(2003)。混合車流下機車車流混沌模式之建構及分析。臺灣大學。
延伸查詢
5.
許義宏(2007)。巨觀混合車流模型構建之研究。成功大學。
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6.
羅仕京(2002)。車流動力模式之構建與模擬--以波茲曼輸運方程為基礎。交通大學。
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