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請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/88919
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dc.contributor.advisor賴勇成zh_TW
dc.contributor.advisorYung-Cheng Laien
dc.contributor.author鍾育儒zh_TW
dc.contributor.authorYu-Ju Chungen
dc.date.accessioned2023-08-16T16:21:35Z-
dc.date.available2023-11-09-
dc.date.copyright2023-08-16-
dc.date.issued2023-
dc.date.submitted2023-08-08-
dc.identifier.citationAstashkov, N. P., Olentsevich, V. A., Akhmetshin, A. R., Suslov, K. V., Shtayger, M. G., & Karlina, A. I. (2021). Increase of the throughput and processing capacity of the railway line mountain pass section by strengthening the devices of the system of traction power supply. In IOP Conference Series: Materials Science and Engineering (Vol. 1111, No. 1, p. 012005). IOP Publishing.
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Jovanović, P., Pavlović, N., Belošević, I., & Milinković, S. (2020). Graph coloring-based approach for railway station design analysis and capacity determination. European Journal of Operational Research, 287(1), 348-360.
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陳佑昇. (2022). 以路徑組合為基礎之車站容量模式研發. 國立臺灣大學土木工程學研究所碩士論文.
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dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/88919-
dc.description.abstract中間站和端末折返站是鐵路路網中常見的兩種車站類型,由於列車之間進出車站時常有路線上之衝突,因此車站通常成為鐵路路網中之容量瓶頸。然而,現有的車站容量研究往往僅考慮車站本身,忽略了列車在路段上運行的影響。本研究分別以中間站和端末折返站作為空間參考點,同時考慮列車於路段上運轉之行為,提出模擬模式來評估車站容量。本研究首先分析了連續兩列車間應有的最小時隔,並將其作為兩個模式的輸入值。模式根據運行條件和最小時隔生成模擬列車,並利用衝突檢查模組調整列車進出順序,最後根據模擬結果計算容量。此模型實際應用於一個高速鐵路系統上,展示其在評估鐵路車站容量的能力。最後,本研究進一步探討影響容量的關鍵因素,對其進行分析與討論。zh_TW
dc.description.abstractIntermediate stations and terminal turn-back stations are two common types of stations in railway network. Due to conflicts in train routes when entering and exiting stations, these stations often become capacity bottlenecks in the railway network. However, existing studies on station capacity often focus on the stations themselves, overlooking the impact of train operations on the segments of tracks. In this research, both intermediate stations and terminal turn-back stations are designated as spatial reference points. Simulation models are proposed that take into account train behavior along track segments to evaluate station capacity. This study begins by analyzing the minimum headway required between two consecutive trains, using it as input for the proposed models. The simulation models generate virtual trains based on operational conditions and the minimum time interval. A conflict inspection module is employed to adjust the sequence of train arrivals and departures. Capacity is then calculated based on the simulation results. The effectiveness of these models is demonstrated by applying them to a high-speed railway system, effectively assessing the capacity of railway stations. Finally, this research delves into a discussion of key factors influencing capacity.en
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dc.description.tableofcontents口試委員會審定書 i
致謝 ii
摘要 iii
ABSTRACT iv
LIST OF FIGURES vii
LIST OF TABLES x
CHAPTER 1 Introduction 1
1.1 Background 1
1.2 Research objective 2
1.3 Contribution Summary 3
1.4 Thesis Organization 4
CHAPTER 2 LITERATURE REVIEW 6
2.1 Capacity Analysis Metrics 6
2.1.1 Throughput 7
2.1.2 Level of service 8
2.1.3 Asset utilization 9
2.1.4 Discussion 10
2.2 Spatial reference points 11
2.2.1 Stations 11
2.2.2 Sections 13
2.2.3 Junctions & complication nodes 14
2.2.4 Discussions 16
2.3 Summary of Literature Review 17
CHAPTER 3 THE CAPACITY MODEL FOR INTERMEDIATE STATION 18
3.1 The Basic Concept and Model Assumption 19
3.2 Types of Headway and Train Time-Space Diagram for Intermediate Station 23
3.3 Intermediate Station Model Computational Process 43
3.3.1 Phase 1: Import Data and Simulation Settings 44
3.3.2 Phase 2: Generate Simulation Trains 45
3.3.3 Phase 3: Conflict Inspection Module (CIM) 45
3.3.4 Phase 4: Calculate Final Result 48
CHAPTER 4 THE CAPACITY MODEL FOR TERMINAL TURN-BACK STATION 49
4.1 The Basic Concept and Model Assumption 50
4.2 Types of Headway and Train Time-Space Diagram for Terminal Turn-back Station 55
4.3 Terminal Turn-back Station Model Computational Process 74
4.3.1 Phase 1: Import Data and Simulation Settings 76
4.3.2 Phase 2: Generate Simulation Trains 76
4.3.3 Phase 3: Conflict Inspection Module (CIM) 79
4.3.4 Phase 4: Calculate Final result 89
CHAPTER 5 CASE STUDY 90
5.1 Model Application 90
5.1.1 Intermediate station: THSR Taichung station 91
5.1.2 Terminal Turn-back station: THSR Zuoying station 101
5.2 Model Validation 110
5.3 Scenario Analysis 111
5.3.1 Influence by the Headway of Preceding and Subsequent Stations 112
5.3.2 Influence on Different Stopping Patterns 113
5.3.3 Influence on Dwell Time at Terminal Turn-back Station 115
CHAPTER 6 CONCLUSION 118
6.1 Conclusion 119
6.2 Future Work 120
REFERENCE 122
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dc.language.isozh_TW-
dc.subject高鐵zh_TW
dc.subject列車路段行為zh_TW
dc.subject車站容量zh_TW
dc.subject中間站zh_TW
dc.subject端末折返站zh_TW
dc.subjectStation Capacityen
dc.subjectSection Motion of Trainsen
dc.subjectIntermediate Stationen
dc.subjectHigh Speed Railen
dc.subjectTerminal Turn-back Stationen
dc.title考量列車路段運轉行為之車站容量模式研發zh_TW
dc.titleDevelopment of Railway Station Capacity Model considering Section Operation Behavioren
dc.typeThesis-
dc.date.schoolyear111-2-
dc.description.degree碩士-
dc.contributor.oralexamcommittee黃笙玹;鍾志成zh_TW
dc.contributor.oralexamcommitteeSheng-Hsuan Huang;Jyh-Cherng Jongen
dc.subject.keyword高鐵,車站容量,列車路段行為,中間站,端末折返站,zh_TW
dc.subject.keywordHigh Speed Rail,Station Capacity,Section Motion of Trains,Intermediate Station,Terminal Turn-back Station,en
dc.relation.page125-
dc.identifier.doi10.6342/NTU202303708-
dc.rights.note未授權-
dc.date.accepted2023-08-10-
dc.contributor.author-college工學院-
dc.contributor.author-dept土木工程學系-
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