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研究生: 吳禹璇
Wu, Yu-Hsuan
論文名稱: 緊急疏散下運輸走廊最佳化控制模式之研究
An Integrated Traffic Corridor Control Model for Emergency Evacuation
指導教授: 胡大瀛
Hu, Ta-Yin
學位類別: 碩士
Master
系所名稱: 管理學院 - 交通管理科學系碩士在職專班
Department of Transportation and Communication Management Science(on-the-job training program)
論文出版年: 2014
畢業學年度: 102
語文別: 英文
論文頁數: 92
中文關鍵詞: 緊急疏散整合性交通管理與控制調撥車道高雄運輸走廊
外文關鍵詞: Emergency Evacuation, Integrated Traffic Management and Control, Lane-Based Contraflow Control, Kaohsiung Traffic Corridor
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  • 近十年來隨著天災人禍的頻繁發生,各單位對於緊急事件管理的需求也逐漸提升。在災害發生的情況底下,道路中的車流特性將與平時不同,例如:車隊回堵、路網過飽和以及極端交通需求等等。有鑑於此,有關當局應建立一個有效的緊急疏散管理計畫以提升緊急疏散效率及安全性。過去許多研究已致力於緊急疏散策略及政策,例如:路徑導引、號誌控制、匝道控制以及調撥車道等等。然而,各別的控制策略並無法使路網達到最高的疏散效率。
    本研究針對緊急疏散狀況下,提出一以交通流理論為基礎的整合型交通控制數學規劃模式,並分別以在固定時間內最大化路網流出量以及最小化路網中的車輛延滯做為模式之目標式,透過考慮不同的交通管理策略,包括匝道儀控、號誌時制設計以及調撥車道,達到整體模式之最佳化並求得最佳控制策略。在數值實驗中,本研究使用套裝軟體GAMS進行混和整數非線性規劃之求解,並以一實際路網高雄市運輸走廊路網進行探討與分析,設計不同的實驗情境分別進行討論,並將透過交通指派模擬軟體DynaTAIWAN模擬路網績效。期許能提供有關當局對於緊急疏散交通控制策略研擬之參考。

    The needs for emergency operations are arising due to the nature disasters and man-made disasters increasing in decades. Traffic flow characteristics under disasters such as queue spill-back, over-congestion, unbalance flows, etc., are different from normal situations. As a result, there is an urgent and indispensable need for relevant authorities to look for ways to manage the evacuation traffic efficiency and effectiveness in a time-dependent manner.
    Lots of researches put great efforts on the emergency evacuation and policy issues in the past decades. Possible concepts of evacuation, such as route guidance, signal control, ramp control and contraflow lane have been discussed. However, an integrated optimal evacuation traffic control strategy covers a widely traffic corridor have not be well developed.
    This research aims to develop an integrated traffic control mathematical model based on traffic flow theory in an over-congested traffic corridor under evacuation. The objectives of mathematical model are to maximize the total throughputs and minimize the vehicles queues in the network in a period of time. Several control strategies including ramp metering, signal timing design and contraflow are optimized by the model to alleviate traffic congestion and improve efficiency on the traffic corridors under evacuation. In this research, the contraflow lanes are considered lane by lane, which can increase the road capacity for the evacuate way to relief congestions of the network.
    In the numerical experiments, package software GAMS are used to solve the optimal solutions of a mix-integer nonlinear programming. Several scenarios apply in the basic network and the Kaohsiung network are studied. The performance of the model is evaluated by a traffic simulator, DynaTAIWAN. From the result of experiments, the control policies and evacuation plans are recommended for authorities.

    CHAPTER1 INTRODUCTION 1 1.1 Research Background and Motivation 1 1.2 Research Objective 3 1.3 Research Flow Chart 4 CHAPTER 2 LITERATURE REVIEW 7 2.1 Emergency Evacuation 7 2.1.1 Category of Emergency Evacuation 7 2.1.2 Evacuation Network Characteristics 9 2.2 Traffic Corridor Management 10 2.2.1 Contraflow 11 2.2.2 Ramp Metering 12 2.2.3 Urban Signal Control 14 2.2.4 Route Guidance and Variable Message System 15 2.3 Traffic Flow Theory 15 2.3.1 Review of Traffic Flow Theory 15 2.3.2 Application on Traffic Flow Theory 18 2.4 Traffic Assignment Simulators 19 2.5 Summary 20 CHAPTER 3 RESEARCH METHODOLOGY 21 3.1 Problem Statement and Research Assumptions 21 3.2 Research Framework 23 3.3 Model Formulation 25 3.4 Traffic Flow Characteristics 29 3.5 Mathematical Programming 31 3.6 Evacuation Demand Estimate 34 CHAPTER4 PROGRAM DEVELOPMENT AND BASIC NETWORK EXPERIMENTS 35 4.1 Model Development and Experiment Processes 35 4.2 Basic Network Application and Experiment Design 40 4.2.1 Basic Network Application 40 4.2.2 Parameters Settings 44 4.2.3 Basic Network Experiment Design 47 4.3 Basic Network Experiments Results and Data Analysis 49 4.3.1 The objectives values of demand levels 49 4.3.2 Low Demand Basic Experiment 53 4.3.3 Medium Demand Basic Experiment 56 4.3.4 High Demand Basic Experiment 59 4.4 Summary 62 CHAPTER 5 EMPIRICAL EXPERIMENTS 63 5.1 Kaohsiung Network Description 63 5.2 Experiment Design 73 5.3 Experiment Results 76 5.4 Result Analysis and Simulation 80 5.5 Summary 85 CHAPTER 6 CONCLUSIONS AND SUGGESTIONS 87 6.1 Conclusions 87 6.2 Suggestions 89 REFERENCES 90

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