| 研究生: |
劉承翰 Liu, Cheng-Han |
|---|---|
| 論文名稱: |
機車行經道路施工交通安全管制措施行為之探討 Analysis of Motorcyclist Driving Behavior at Work Zone with Temporary Traffic Control |
| 指導教授: |
林佐鼎
Lin, Tzuoo-Ding |
| 學位類別: |
碩士 Master |
| 系所名稱: |
管理學院 - 交通管理科學系 Department of Transportation and Communication Management Science |
| 論文出版年: | 2015 |
| 畢業學年度: | 103 |
| 語文別: | 中文 |
| 論文頁數: | 99 |
| 中文關鍵詞: | 交通安全管制措施 、機車 、ANOVA 、迴歸分析 |
| 外文關鍵詞: | Temporary Traffic control, Motorcycle, ANOVA, Regression analysis |
| 相關次數: | 點閱:180 下載:16 |
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在台灣,交通方面的研究能稍嫌不足,多數規範是參考甚至抄襲自美國、日本、德國等先進國家,交通工程手冊亦是如此,然而,機車在台灣是一種相當普遍的交通工具但上述三國的機車數量則甚少,且機車與汽車駕駛行為並不相同,因此台灣在訂定規範時,機車是需要被考量的;交通安全管制措施為交通工程手冊第十章之內容,其內容參考自美國MUTCD且並未依照台灣需求而修改,因此,本研究的研究對象為機車及交通安全管制措施,又交通安全管制措施最重要的區段為前漸變區段,故本研究將研究交通安全管制措施中,不同前漸變區段對於機車行駛的影響。
本研究的研究範圍為舊台南市區、資料蒐集時間多為民國104年2月到3月之間的下午時段、天候狀況為非雨天天氣,並針對研究設計之三種不同路型:雙向雙車道無機車道、雙向四車道無機車道及雙向雙車道有機車道,使用現場資料蒐集與調查法,分別設計不同寬度、長度、車流量、車速,以分析該路段的轉向位置、離開施工區位置、煞車位置及變換車道長度,並使用ANOVA分析、迴歸分析,分析各路段各變數的差異,以解釋駕駛行為的不同,以及使用高風險因子分析,比較各路段的危險性。
研究可發現機車不需要標準長度的前漸變區段,但是若該路段為汽機車共同使用的混和車道,則仍需考慮汽車需求而使用符合規範的前漸變長度。
Temporary Traffic control, a part of Traffic maintenance plan which is a plan to maintain traffic during the road construction, is detailed in the Traffic Engineering Manual (2010) referring from the MUTCD (2009) in the USA. There are five parts in the Temporary Traffic control named as advance warming area, transition area, activity area and termination area. Especially, the transition area is the most important part of Temporary Traffic control. Motorcycles are not concerned in the specification of Temporary Traffic control, while there are a lot of motorcycles on the road in Taiwan. The behavior and the goodness of fit of motorcycles in the Temporary Traffic control are studied in the research.
Video investigation method is used in the research to analyze the behavior of motorcycle in the Temporary Traffic control, such as turning, leaning, breaking, etc. Three types of lane are studied with right-lane closures, daytime lighting conditions with dry pavement. Five or six different sections with different width, flow rate, transition length is collected for each type of lane. Data is collected every fifteen minutes, and is standardized into a five minutes data after post-production. ANOVA with multiple comparisons and regression analysis are used for analyzing the difference of behaviors between sections. High-risk factor analysis is used for analyzing and comparing the dangerous sections.
The research tells the standard length of transition area unneeded for motorcycles. If there are only motorcycles on road, standard length of transition area is unneeded; otherwise, standard length of transition area is needed while there are also other vehicles on road.
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