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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 許添本(Tien-Pen Hsu) | |
dc.contributor.author | Cheng-Sung Hsu | en |
dc.contributor.author | 許晟松 | zh_TW |
dc.date.accessioned | 2021-06-17T07:22:26Z | - |
dc.date.available | 2024-07-15 | |
dc.date.copyright | 2019-07-15 | |
dc.date.issued | 2019 | |
dc.date.submitted | 2019-07-03 | |
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Reiter, Microscopic traffic simulation: the simulation system MISSION, background and actual state. 1992. 2: p. 1-53. 44. Wiedemann, R.J.I.f.T.S., University of Karlsruhe, Germany, Simulation des straßenverkehrsflusses. schriftenreihe heft 8. 1994. 45. Wu, N.J.A.o.I.f.T.E., An universal formula for calculating capacity at roundabouts. 1997(13). 46. Yperman, I. and B. Immers. Capacity of a turbo roundabout determined by microsimulation. in Proceedings of the 10th world congress on ITS, Madrid, Spain. 2003. 47. Zhang, M., et al., Evaluation of on-ramp control algorithms. 2001. | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/73206 | - |
dc.description.abstract | 由於圓環(Roundabout)的在路口中特性為兼具安全及在中低流量下的紓解效率高,因此一直以來流行於歐洲國家。而近年來,美國朝向道路節食(Road diet)及開始增設圓環的方向發展、日本也開始推廣無號誌圓環路口。可見圓環路口是現代交通工程的發展趨勢。
然而,台灣的都會區交通具有相當高的汽機車混合比及私人運具旅次佔比,不利於圓環的發展。本研究針對尖峰車流特性明顯之路口來設置儀控圓環,希望能夠透過儀控的方式來增加圓環的整體容量,並且在一般時間處於無號誌圓環狀態,減少設置為號誌路口的延滯浪費,一併解決延滯及路口安全問題。拓展無號誌圓環相對於號誌路口的可適用性,提升將路口設計為圓環的誘因。 本研究探討在尖峰時間不平衡車流的條件下,透過佔有率法進行演算,並且以VisVAP 來撰寫圓環儀控策略,在不過度影響幹道車流的前提下,提供幹道車流下游受影響車輛足夠的時間間距進入圓環,降低延滯及排隊長度,增加整體的紓解效率。本研究亦討論適合的最小空白時間及最小儀控時間,做為降低對幹道車流的影響及增加支道車流紓解量兩者之間的取捨探討。藉由嚴格的模型校估驗證後,來證明此模擬法具有可信度,再進行多種不同的需求比、轉向比及混合比情境分析,以及儀控圓環、無號誌圓環及一般號誌十字路口模擬比較。 透過類似於佔有率匝道儀控法的模型,本研究分析各種情境下的平均每車延滯及最大排隊長度的績效結果,發現相對於無號誌圓環此圓環儀控不管在任何混合比皆能夠在僅些微影響幹道車流延滯的條件下大幅降低支道車流及整體路口的延滯,因而降低號誌路口設計為圓環的門檻。 | zh_TW |
dc.description.abstract | Roundabout has been popular in European countries because it provides more safety and efficient functions at low and medium flow rates. In recent years, the US has begun
to promote road diet concept and build more roundabout; Japan also started to install this intersection type in suburban area. It can be seen that roundabout has become one of the recent trends in traffic design in the global. However, it’s harder to develop roundabout in Taiwan due to the serious mixed traffic flow situation and high percent mode share to private vehicle. In this study, the implement of roundabout metering strategy is set up for solving the intersection with higher peak hour factor and is hoped to increase the overall capacity. Also, it reduces vehicle delay and becomes much safer than signalized junction in off-peak conditions. This implement helps expand the applicability for roundabout. This research uses VisVAP to explore roundabout metering method by occupancy strategy. The goal is to creates larger gaps for downstream entrant vehicles to decrease the overall vehicle delay and queue length with limited negative impact on the main roads. This study also discusses the minimum blank time and minimum metering time to appropriate balance the impact between main road and the downstream entrant. The simulation model is proved to have credibility and reliability after rigorous model calibration and validation. The three scenarios which were metering roundabout, unsignalized roundabout and normal signalized junction were simulated in different demand ratio, mixed traffic flow ratio and turning ratio composition for analysis. By analyzing the average vehicle delay and maximum queue length performances with roundabout metering strategy, the results show that roundabout metering can significantly reduce overall vehicle delay and queue length under every mixed traffic ratio combination and only has slightly negative effect on main road. | en |
dc.description.provenance | Made available in DSpace on 2021-06-17T07:22:26Z (GMT). No. of bitstreams: 1 ntu-108-R05521522-1.pdf: 9073734 bytes, checksum: f3adeb295f9db57cf73d286c6d9cfb3d (MD5) Previous issue date: 2019 | en |
dc.description.tableofcontents | 誌謝 i
摘要 ii Abstract iii 目錄 iv 圖目錄 vii 表目錄 x 第一章 緒論 12 1.1 研究背景與動機 12 1.2 研究目的 13 1.3 研究範圍 14 1.4 研究方法及內容 14 1.5 研究流程 15 第二章 文獻回顧 17 2.1 圓環路口特性 17 2.2 圓環路口容量 21 2.2.1 國外圓環容量研究 21 2.2.2 國內圓環容量研究 27 2.3 圓環儀控模式 29 2.4 匝道儀控方法 35 2.4.1 定時儀控 35 2.4.2 交通反應式儀控 36 2.5 圓環績效評估 41 2.6 VISSIM模擬軟體 43 2.6.1 VISSIM模擬軟體系統架構 43 2.6.2 VAP(Vehicle Actuated Programming) 46 2.6.3 VISSIM優先規則設置 47 第三章 資料蒐集與模型驗證 50 3.1 調查地點 50 3.2 調查方法 52 3.3 調查結果 54 3.4 圓環參數校估 56 3.4.1 車輛基本特性 57 3.4.2 駕駛行為參數 59 3.4.3 圓環行為參數 61 3.5 圓環路口驗證 64 3.5.1 端點交通量 65 3.5.2 轉向交通量 69 3.5.3 路段旅行時間 71 第四章 圓環儀控模式構建 76 4.1 容量概述 76 4.2 圓環車流容量模擬 78 4.3 儀控模式建立 87 4.3.1 偵測器量測方法 87 4.3.2 儀控模型建構 88 4.3.3 儀控參數建構 93 4.4.4 小結 103 第五章 VISSIM模擬情境分析 104 5.1 模擬情境組合 104 5.2 延滯分析 109 5.3 平均每車延滯綜合比較 115 5.3.1 需求比1:1:2:6情境比較 115 5.3.2 需求比1:1:3:5情境比較 119 5.4 最大排隊長度綜合比較 123 5.4.1 各端點最大排隊長度綜合比較 123 5.4.2 需求比1:1:2:6情境比較 127 5.4.3 需求比1:1:3:5情境比較 129 第六章 結論與建議 131 6.1 結論 131 6.2 建議 132 參考文獻 133 | |
dc.language.iso | zh-TW | |
dc.title | 混合車流下圓環儀控方法研究 | zh_TW |
dc.title | A Study of Roundabout Metering Controlled Method
under Mixed Traffic Flow | en |
dc.type | Thesis | |
dc.date.schoolyear | 107-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 吳水威(Shoei-Uei Wu),胡大瀛(Ta-Yin Hu) | |
dc.subject.keyword | 無號誌路口,儀控圓環,佔有率法,混合車流,車流模擬, | zh_TW |
dc.subject.keyword | Unsignalized intersection,Metering roundabout,Occupancy strategy,Mixed traffic flow,Traffic simulation, | en |
dc.relation.page | 135 | |
dc.identifier.doi | 10.6342/NTU201901187 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2019-07-03 | |
dc.contributor.author-college | 工學院 | zh_TW |
dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
顯示於系所單位: | 土木工程學系 |
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