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題名:以測試車調查都市幹道旅行速率之誤差分析
書刊名:運輸學刊
作者:張瓊文林豐博
作者(外文):Chang, Chiung-wenLin, Feng-bor
出版日期:2013
卷期:25:3
頁次:頁399-420
主題關鍵詞:都市幹道平均旅行速率績效指標測試車Urban arterialAverage travel speedMeasure of effectivenessTest car
原始連結:連回原系統網址new window
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平均旅行速率為評估都市幹道常用之績效指標,多以測試車(test car)調查方式取得現場資料,但利用此法估計平均旅行速率需要蒐集多少樣本是個問題。美國2000年公路容量手冊指出可能要6到12個樣本,而國內根據交通工程手冊辦理「路段行駛時間與延滯」調查,係採用6次測試車來回的資料。因旅行時間的變異性會影響所需之樣本數,但此變異性又無法正確的估計,本研究利用交通部運輸研究所發展之「公路交通系統模擬模式(Highway Traffic Systems Simulation Model)」,以模擬不同測試車次數在各種車流需求及交通控制策略組合情境下之狀況。結果發現,一般旅行時間變異係數在0.16~0.39範圍內時,若採用6趟次測試車資料,要維持估計誤差在2公里/小時內之機率僅介於35%~95%間;若要誤差不超過2公里/小時的機率達95%,則測試車之樣本數須在4~30之範圍。
Average travel speed is a measure of effectiveness commonly used for evaluating the performance of urban arterials. A practical method for estimating average travel speed is to float a test car in the traffic of the arterial being investigated. But it is still not clear how many test-car runs should be conducted to obtain reliable estimates of average travel speed. "The Highway Capacity Manual" published in 2000 in the United States by the Transportation Research Board indicates that 6 to 12 runs may be needed. Taiwan's "Traffic Engineering Manual" published by the Ministry of Transportation and Communications (MOTC) suggests that 6 test runs be carried out for estimating average travel time and delay. The travel times of vehicles can vary substantially on an urban arterial. Therefore, it is likely that the aforementioned numbers of test runs may not always lead to reliable estimates. To provide a better insight into this issue, this study uses the Highway Traffic Systems Simulation Model developed by the Institute of Transportation under the MOTC to examine the relationship between the number of test runs and the error in estimating average travel speed. The simulation results reveal that the coefficients of variation of the travel times on Taipei's urban arterials are in the range of 0.16 and 0.39. Under the circumstances, the probability that 6 test runs can provide estimates of average travel speed with an error of less than 2 km/h is 35% to 95%. In addition, 4 to 30 test runs are needed to achieve a 95% probability that estimation errors will not exceed 2 km/h.
期刊論文
1.林國顯、張瓊文、邱佩諄、劉昭榮(2005)。公路交通系統(HTSS)模擬模式於道路服務績效評估之研究--以枋寮-楓港路廊交通問題及改善方案分析為例。中華道路季刊,44(2),53-74。  延伸查詢new window
2.曾平毅、林國顯、姜心怡(20030900)。應用SES模式於西濱快速公路交通控制改善之研究。運輸學刊,15(3),269-290。new window  延伸查詢new window
3.曾平毅、張瓊文、張倩宜(2008)。衝突左轉車道之停等車疏解行為分析。都市交通半年刊,22(1),1-14。new window  延伸查詢new window
4.Comert, G.、Cetin, M.(2011)。Analytical Evaluation of the Error in Queue Length Estimation at Traffic Signals from Probe Vehicle Data。IEEE Transaction on Intelligent Transportation systems,12(2),563-573。  new window
5.Dion, F.、Robinson, R.、Oh, J. S.(2011)。Evaluation of Usability of IntelliDrive Probe Vehic1e Data for Transportation Systems Performance Analysis。Journal of Transportation Engineering,137(3),174-183。  new window
6.Hellinga, B.、Fu, L.(1999)。Assessing Expected Accuracy of Probe Vehicle Travel Time Reports。Journal of Transportation Engineering,125(6),524-530。  new window
7.Hellinga, B.、Fu, L.(2002)。Reducing Bias in Probe-based Arterial Link Travel Time Estimates。Transportation Research Part C: Emerging Technologies,10(4),257-273。  new window
8.Hellinga, B.、Izadpanah, P.、Takada, H.、Fu, L.(2008)。Decomposing Travel Times Measured by Probe-based Traffic Monitoring Systems to Individual Road Segments。Transportation Research Part C: Emerging Technologies,16(6),768-782。  new window
9.Hunter, M. P.、Wu, S. K.、Kim, H. K.、Suh, W.(2012)。A Probe-vehic1e-based Estimation of Adaptive Traffic Signal Control。IEEE Transaction on Intelligent Transportation Systems,13(2),704-713。  new window
10.Liu, H. X.、Ma, W.(2009)。A Virtual Vehicle Probe Model for Time-dependent Travel Time Estimation on Signalized Arterials。Transportation Research Part C: Emerging Technologies,17(1),11-26。  new window
11.Ou, Q.、Bertini, R. L.、van Lint, J. W. C.、Hoogendoom, S. P.(2011)。A Theoretical Framework for Traffic Speed Estimation by Fusing Low-resolution Probe Vehic1e Data。IEEE Transaction on Intelligent Transportation Systems,12(3),747-756。  new window
12.Sen, A.、Thakuriah, P.、Zhu, X.、Karr, A.(1997)。Frequency of Probe Reports and Variance of Travel Time Estimates。Journal of Transportation Engineering,123(4),290-297。  new window
會議論文
1.張瓊文、曾平毅、林玉茹(2006)。決定號誌週期長度之考量因素與相關課題。九十五年度道路交通安全執法研討會,483-493。  延伸查詢new window
2.Chang, C. W.、Tseng, P. Y.(2008)。Capacity Estimation with ANN Model for Opposed Left Turns - An Empirical Case Study of Taiwan。10th International Conference on Application of Advanced Technologies in Transportation。  new window
研究報告
1.林豐博、曾平毅、交通部運輸研究所(2010)。機車專用道、公車設施及都市幹道容量與服務水準研究(3/3)。  延伸查詢new window
2.林豐博、曾平毅、交通部運輸研究所(2010)。機車專用道、公車設施及都市幹道容量與服務水準研究。  延伸查詢new window
3.林豐博、曾平毅、交通部運輸研究所(2008)。機車專用道、公車設施及都市幹道容量與服務水準研究(1/3)。  延伸查詢new window
4.林豐博、曾平毅、交通部運輸研究所(2007)。都市號誌化路口容量分析及服務水準之研究(2/2)。  延伸查詢new window
5.林豐博、曾平毅、交通部運輸研究所(2006)。都市號誌化路口容量分析及服務水準之研究(1/2)。  延伸查詢new window
6.Transportation Research Board(1985)。Highway Capacity Manual。Transportation Research Board。  new window
7.林豐博、交通部運輸研究所(200206)。臺灣地區城際快速公路容量及特性研究--西部濱海快速公路部分。交通部運輸研究所。  延伸查詢new window
8.曾平毅、林豐博、交通部運輸研究所(2005)。臺灣地區多車道郊區公路容量及特性研究(三)。  延伸查詢new window
9.曾平毅、林豐博、交通部運輸研究所(2004)。臺灣地區多車道郊區公路容量及特性研究(二)。  延伸查詢new window
圖書
1.王文麟(2004)。交通工程--理論與實用。臺北:王文麟。  延伸查詢new window
2.交通部(2010)。交通工程手冊。臺北:幼獅文化事業公司:行政院交通部。  延伸查詢new window
3.交通部運輸研究所(2001)。2001年臺灣地區公路容量手冊。  延伸查詢new window
4.Transportation Research Board(2000)。Highway Capacity Manual, Special Report 209。Washington, D.C:National Research Council。  new window
其他
1.交通部運輸研究所(1999)。臺灣地區公路容量名詞與調查方法彙整。  延伸查詢new window
2.交通部運輸研究所(2009)。臺灣地區公路容量分析專區網,http:// www.iot. gov.tw/mp.asp?mp=l, 20090930。  延伸查詢new window
 
 
 
 
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