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題名:高速公路上坡路段大車之小客車當量
書刊名:運輸計劃
作者:曾平毅陳冠男
作者(外文):Tseng, Pin-yiChen, Kuan-nan
出版日期:2016
卷期:45:3
頁次:頁165-187
主題關鍵詞:高速公路坡度坡長TGS模式小客車當量FreewayGradeLength of gradeTGS modelPassenger car equivalent
原始連結:連回原系統網址new window
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  • 被引用次數被引用次數:期刊(3) 博士論文(0) 專書(0) 專書論文(0)
  • 排除自我引用排除自我引用:1
  • 共同引用共同引用:0
  • 點閱點閱:5
進行高速公路服務水準分析時,常以大車之小客車當量 (PCE) 轉換實際車流成對等純小客車流,此作法並無法反應坡度、坡長及大車比例對上坡路段車流之影響。本研究以交通部運輸研究所發展之 TGS模式進行模擬,分析高速公路上坡路段之車流特性,並據以估計上坡路段大車之 PCE。研究發現,上坡路段之車流速率會隨著坡度、坡長及大車比例增加而降低。大車 PCE隨著坡度及坡長增加呈現上升趨勢;惟當大車比例增加,大車 PCE呈現下降趨勢。大車 PCE在坡度 2%以下時約為 2.0。本研究建議分析大於 2%之上坡路段時,不宜直接以一相同 PCE轉換車流,而可利用 TGS模式進行模擬,進而評估服務水準。
The analysis methodology of level-of-service on freeway segments usually converted real traffic flow rate to equivalent passenger-car flow by constant passenger-car-equivalent (PCE). However, it did not reflect the effect of grade, length of grade and percentage of heavy vehicle on upgrade segments. This study employed the TGS model, developed by the Institute of Transportation, to simulate the traffic condition and estimate heavy vehicle’s PCE on freeway upgrade segments. On the basis of the simulation results, this study found that average speed decreased with the increase of grade, length of grade and percentage of heavy vehicles. In addition, the PCE increased with the increase of grade and length of grade, but decreased with the increase of percentage of heavy vehicles. The PCE approximated 2.0 when the grade below 2%. Finally, this study suggested using TGS model to simulate and estimate capacity or level-of-service when grade greater than 2%, rather than convert directly the mixed traffic flow into the equivalent passenger cars by a constant PCE.
期刊論文
1.Huber, M. J.(1982)。Estimation of Passenger-Car Equivalents of Trucks in Traffic Stream。Transportation Research Record,869,60-70。  new window
2.Cunha, A. L.、Reynaldo, J. R.(2011)。Truck Equivalence Factors for Divided, Multilane Highways in Brazil。Procedia--Social and Behavioral Sciences,16,248-258。  new window
3.Bains, M. S.、Ponnu, B.、Arkatkar, S. S.(2012)。Modeling of Traffic Flow on Indian Expressways Using Simulation Technique。Procedia--Social and Behavioral Sciences,43,475-493。  new window
4.Webster, N.、Elefteriadou, L.(1999)。A Simulation Study of Truck Passenger Car Equivalents (PCE) on Basic Freeway Sections。Transportation Research Part B,33,323-336。  new window
5.Arasan, V. T.、Arkatkar, S. S.(2011)。Derivation of Capacity Standards for Intercity Roads Carrying Heterogeneous Traffic Using Computer Simulation。Procedia--Social and Behavioral Sciences,16,218-229。  new window
6.Arasan, V. T.、Arkatkar, S. S.(2012)。Micro-Simulation Study of Vehicular Interactions on Upgrades of Intercity Roads under Heterogeneous Traffic Conditions in India。European Transport,52,1-33。  new window
會議論文
1.Demarchi, S. H.、Setti, J. R.(2003)。Limitations of Passenger-Car Equivalent Derivation for Traffic Streams with More than One Truck Type。Annual Meeting of the Transportation Research Board。  new window
研究報告
1.交通部運輸研究所(2014)。公路坡度路段模擬模式之發展及應用 (計畫編號:103-76-1343)。  延伸查詢new window
2.交通部運輸研究所(2015)。公路坡度路段模擬模式之發展及應用 (計畫編號:104-86-1353)。  延伸查詢new window
3.交通部運輸研究所(2016)。公路坡度路段模擬模式之發展及應用 (計畫編號:105-85-2289)。  延伸查詢new window
4.交通部運輸研究所(2011)。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.林豐博、曾平毅、林國顯、蘇振維、張瓊文、鄭嘉盈、呂怡青、劉國慶、陳昭堯、王怡方、交通部運輸研究所(2011)。2011年臺灣公路容量手冊。交通部運輸研究所。  延伸查詢new window
2.Transportation Research Board(2010)。Highway Capacity Manual。Washington, D.C.:National Research Council。  new window
 
 
 
 
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