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題名:雪山隧道之速限對通行能力的影響分析
書刊名:運輸計劃
作者:曾平毅林豐博張瓊文蘇振維呂怡青
作者(外文):Tseng, Pin-yiLin, Feng-borChang, Chiung-wenSu, Cheng-weiLu, Yi-ching
出版日期:2013
卷期:42:1
頁次:頁1-15
主題關鍵詞:長隧道速率與流率關係容量速限里程生產量Long tunnelSpeed and flow-rate relationshipCapacitySpeed limitMileage production
原始連結:連回原系統網址new window
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雪山隧道的行車速率管制,自通車以來由原先的速限70 公里/小時,調 高到80、90 公里/小時。然而,雪山隧道的速限調整,主要著眼於運輸通行 效率的提升,但是否有顯著效果?本研究利用交通部高速公路局的VD 資 料,分析雪山隧道內的自由車流速率,以了解小車在隧道內運行之基本特 性。其次分析隧道內的速率與流率關係及容量,並進一步剖析速限提高對 於車道容量與通行能力之影響。結果發現,速限從70 公里/小時調高為80 公里/小時之後,容量顯著增加,北上內外車道平均約增加200 輛/小時,南 下內、外車道平均各約增加150 輛/小時及300 輛/小時。但速限調高到90公里/小時後,容量沒有顯著變化。然而,速限提高到90 公里/小時之後, 雪山隧道在不同需求流量狀況下之里程生產量普遍提高;在流率接近容量 時,里程生產量約提高10%,顯示運輸能力有所提升。
The speed limit in Xueshan Tunnel was 70 km/h in the beginning, and was raised to 80 km/h and 90 km/h primarily for improving the traffic operating efficiency. But, were there any significant effects? This study used the VD data from the Freeway Bureau to investigate the free flow speed in Xueshan Tunnel and identify the basic operational characteristics of small vehicles. The relationship between the speed and flow-rate and the capacity in the tunnel were then analyzed, followed by an investigation of the impacts of raised speed limit on the capacity and the transportation capabilities. The results showed that the capacity significantly increased to an average of approximately 200 veh/h on the northbound lanes, 150 veh/h on the southbound inside lane, and 300 veh/h on the southbound outside lane when the speed limit was raised from 70 km/h to 80 km/h. No significant changes in the capacity were observed when the speed limit increased to 90 km/h. However, the mileage production at various flow rates generally increased after the speed limit was raised to 90 km/h. The mileage production increased by about 10% when the flow rate is close to the lane capacity, indicating that the transportation capabilities were improved.
期刊論文
1.Koshi, M.、Kuwarara, M.、Acahane, M.(1992)。Capacity of Sags and Tunnels on Japanese Motorways。ITE Journal,62(5),17-22。  new window
2.Levinson, H. S.、Golenberg, M.、Howard, J.(1985)。Callahan Tunnel Capacity Management。Transportation Research Record: Journal of the Transportation Research Board,1956,1-10。  new window
3.Chin, H. C.、May, A. D.(1991)。Examination of the Speed-Flow Relationship at the Caldecott Tunnel。Transportation Research Record: Journal of the Transportation Research Board,1005,75-82。  new window
4.張瓊文、林豐博、曾平毅、蘇振維(20100900)。雪山隧道內車流特性與容量之分析。中國土木水利工程學刊,22(3),333-340。  延伸查詢new window
5.呂介斌、李友恒、呂芳森(20060600)。雪山隧道規劃設計回顧。現代營建,318,32-42。  延伸查詢new window
6.林豐博、蘇振維(20090300)。國道5號雪山隧道車流特性之研究。運輸計劃,38(1),85-119。new window  延伸查詢new window
7.Lemke, K.(2000)。Road Safety in Tunnels。Transportation Research Record: Journal of the Transportation Research Board,1740,170-174。  new window
會議論文
1.Rapp, M. H.(2002)。Alternative One-Way Traffic and Truck Metering for Increase Safety in Tunnels through the Swiss Alps。9th World Congress on Intelligent Transport Systems。ITS America。  new window
研究報告
1.交通部運輸研究所(2012)。高快速公路收費站、隧道及坡度路段容量及車流特性之研究。  延伸查詢new window
圖書
1.American Society of State Highways and Transportation Officials(2004)。A Policy on Geometric Design of Highways and Streets。Washington, D.C:American Society of State Highways and Transportation Officials。  new window
2.Transportation Research Board(2000)。Highway Capacity Manual。Washington, D.C:Transportation Research Board of the National Academies of Science。  new window
其他
1.高速公路局(2008)。雪山隧道宣導專區,hppt://www.freeway.gov.tw/。  延伸查詢new window
2.IAM Mororing Trust(2008)。Dartford Tunnel Needs More Investment. London, 2004,www.iam.org.uk/motoringtrust/news/。  new window
3.高速公路局(2013)。本局快報最新消息,http://www.freeway.gov.tw/Publish.aspx?cnid=610&p=1152。  延伸查詢new window
 
 
 
 
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