Estimation of Critical Headway at Small Urban Roundabout
Before choosing an intersection project design, an important step is to examine the justification of the construction on the basis of defined criteria. One of the key criteria is the analysis of capacity. Large numbers of roundabout capacity models are present in the world, most of them adapted to t...
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University of Zagreb, Faculty of Transport and Traffic Sciences
2020-02-01
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doaj-93e2eeaa0a0d47b4935bd6ba6854627f2020-11-25T02:04:51ZengUniversity of Zagreb, Faculty of Transport and Traffic SciencesPromet (Zagreb)0353-53201848-40692020-02-0132110311710.7307/ptt.v32i1.31553155Estimation of Critical Headway at Small Urban RoundaboutDanijela Maslać0Dražen Cvitanić1Ivan Lovrić2University of Mostar, Faculty of Civil EngineeringUniversity of Split, Faculty of Civil Engineering, Architecture and GeodesyUniversity of Mostar, Faculty of Civil EngineeringBefore choosing an intersection project design, an important step is to examine the justification of the construction on the basis of defined criteria. One of the key criteria is the analysis of capacity. Large numbers of roundabout capacity models are present in the world, most of them adapted to the conditions of the country they originate from and they need to be calibrated for local conditions. Key parameters for calibration are critical headway and follow-up headway. Follow-up headway can be measured directly in the field, while critical headway cannot be measured, but is estimated. Many critical headway estimation methods exist (over 30) and each of them provides different values. Different values of critical headway result in different capacity estimation values. This raises the question which method provides more realistic estimations under certain conditions. In this paper, four most frequently used critical headway estimation methods (Raff, Maximum likelihood method, Wu, Logit) were selected to be tested by comparison of theoretical capacity models and actual measured capacity at a small urban roundabout.https://traffic.fpz.hr/index.php/PROMTT/article/view/3155small urban roundaboutestimation of critical headwaymeasured capacitymodel testing |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Danijela Maslać Dražen Cvitanić Ivan Lovrić |
spellingShingle |
Danijela Maslać Dražen Cvitanić Ivan Lovrić Estimation of Critical Headway at Small Urban Roundabout Promet (Zagreb) small urban roundabout estimation of critical headway measured capacity model testing |
author_facet |
Danijela Maslać Dražen Cvitanić Ivan Lovrić |
author_sort |
Danijela Maslać |
title |
Estimation of Critical Headway at Small Urban Roundabout |
title_short |
Estimation of Critical Headway at Small Urban Roundabout |
title_full |
Estimation of Critical Headway at Small Urban Roundabout |
title_fullStr |
Estimation of Critical Headway at Small Urban Roundabout |
title_full_unstemmed |
Estimation of Critical Headway at Small Urban Roundabout |
title_sort |
estimation of critical headway at small urban roundabout |
publisher |
University of Zagreb, Faculty of Transport and Traffic Sciences |
series |
Promet (Zagreb) |
issn |
0353-5320 1848-4069 |
publishDate |
2020-02-01 |
description |
Before choosing an intersection project design, an important step is to examine the justification of the construction on the basis of defined criteria. One of the key criteria is the analysis of capacity. Large numbers of roundabout capacity models are present in the world, most of them adapted to the conditions of the country they originate from and they need to be calibrated for local conditions. Key parameters for calibration are critical headway and follow-up headway. Follow-up headway can be measured directly in the field, while critical headway cannot be measured, but is estimated. Many critical headway estimation methods exist (over 30) and each of them provides different values. Different values of critical headway result in different capacity estimation values. This raises the question which method provides more realistic estimations under certain conditions. In this paper, four most frequently used critical headway estimation methods (Raff, Maximum likelihood method, Wu, Logit) were selected to be tested by comparison of theoretical capacity models and actual measured capacity at a small urban roundabout. |
topic |
small urban roundabout estimation of critical headway measured capacity model testing |
url |
https://traffic.fpz.hr/index.php/PROMTT/article/view/3155 |
work_keys_str_mv |
AT danijelamaslac estimationofcriticalheadwayatsmallurbanroundabout AT drazencvitanic estimationofcriticalheadwayatsmallurbanroundabout AT ivanlovric estimationofcriticalheadwayatsmallurbanroundabout |
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