The Impact of Signalized Intersection Capacity by Bus Operation
碩士 === 國立交通大學 === 交通運輸研究所 === 86 === The purpose of this study is to survey the field data of operating characteristics of the bus-stop on arterial in Taipei. Based on the field data, Urban Traffic Systems Simulation (UTSS) models are calibrated and ap...
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ndltd-TW-086NCTU01180342015-10-13T11:06:14Z http://ndltd.ncl.edu.tw/handle/33265024653688516788 The Impact of Signalized Intersection Capacity by Bus Operation 公車停靠對號誌化路口容量之影響 Lee, Cheng-De 李承德 碩士 國立交通大學 交通運輸研究所 86 The purpose of this study is to survey the field data of operating characteristics of the bus-stop on arterial in Taipei. Based on the field data, Urban Traffic Systems Simulation (UTSS) models are calibrated and applied for the simulation on bus behaviors of arrival, stoppage, and departing at near-side bus-stop. Pre-timed signalized intersection capacity reduced by bus operation are then estimated. Factors which affect capacity, including number of lanes, the location of the bus-stop, bus arriving rate, the length of signal cycle and the ratio of motorcycles to that of the total traffic, are tested. The simulation outputs show that the impact of affected capacity of pre-timed signalized intersection decreases, when the number of lanes increases, or when the distance between bus-stop and intersection increases. By contrast, the impact increases when the rates of bus flow increase. When there is a near-side bus operation, it is better that the length of signal cycles is 90 seconds. When the factor of motorcycles on the road where there is only one lane for them is considered, the impact caused by pure car flow is less than that by total traffic. Cheng-Min Feng 馮正民 1998 學位論文 ; thesis 124 zh-TW |
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碩士 === 國立交通大學 === 交通運輸研究所 === 86 === The purpose of this study is to survey the field data of
operating characteristics of the bus-stop on arterial in
Taipei. Based on the field data, Urban Traffic Systems
Simulation (UTSS) models are calibrated and applied for the
simulation on bus behaviors of arrival, stoppage, and departing
at near-side bus-stop. Pre-timed signalized intersection
capacity reduced by bus operation are then estimated. Factors
which affect capacity, including number of lanes, the location
of the bus-stop, bus arriving rate, the length of signal cycle
and the ratio of motorcycles to that of the total traffic, are
tested. The simulation outputs show that the impact of
affected capacity of pre-timed signalized intersection
decreases, when the number of lanes increases, or when the
distance between bus-stop and intersection increases. By
contrast, the impact increases when the rates of bus flow
increase. When there is a near-side bus operation, it is better
that the length of signal cycles is 90 seconds. When the factor
of motorcycles on the road where there is only one lane for
them is considered, the impact caused by pure car flow is less
than that by total traffic.
|
author2 |
Cheng-Min Feng |
author_facet |
Cheng-Min Feng Lee, Cheng-De 李承德 |
author |
Lee, Cheng-De 李承德 |
spellingShingle |
Lee, Cheng-De 李承德 The Impact of Signalized Intersection Capacity by Bus Operation |
author_sort |
Lee, Cheng-De |
title |
The Impact of Signalized Intersection Capacity by Bus Operation |
title_short |
The Impact of Signalized Intersection Capacity by Bus Operation |
title_full |
The Impact of Signalized Intersection Capacity by Bus Operation |
title_fullStr |
The Impact of Signalized Intersection Capacity by Bus Operation |
title_full_unstemmed |
The Impact of Signalized Intersection Capacity by Bus Operation |
title_sort |
impact of signalized intersection capacity by bus operation |
publishDate |
1998 |
url |
http://ndltd.ncl.edu.tw/handle/33265024653688516788 |
work_keys_str_mv |
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