Extent of Entry Capacity Loss at Roundabouts Caused by Rainy Conditions

Entry capacity loss at multilane roundabouts caused by rainfall was investigated. Traffic and rainfall data were collected continuously for eight weeks at selected sites in South Africa and Malaysia. Three classes of rainfall (light, moderate, and heavy) were used. Both linear and exponential techni...

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Main Authors: J. Ben-Edigbe, A. H. Pakshir, S. O. Ibijola
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/4192323
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author J. Ben-Edigbe
A. H. Pakshir
S. O. Ibijola
author_facet J. Ben-Edigbe
A. H. Pakshir
S. O. Ibijola
author_sort J. Ben-Edigbe
collection DOAJ
description Entry capacity loss at multilane roundabouts caused by rainfall was investigated. Traffic and rainfall data were collected continuously for eight weeks at selected sites in South Africa and Malaysia. Three classes of rainfall (light, moderate, and heavy) were used. Both linear and exponential techniques were used to model the relationship between entry and circulating traffic flows. Correction factor for entry angle and radius was introduced in the linear model equations to allow for variations in geometric data. Correction factor is not required for the exponential model technique. Notwithstanding, both techniques predicted that entry capacity loss would result from rainfalls irrespective of their intensity. Results show that light rainfall may cause about 5% entry and circulating capacity loss, moderate rainfall may cause about 12% capacity loss, and heavy rainfall may cause about 17% capacity loss. This paper proposed further studies into the effect of two circulating lanes rather than one on entry capacity at roundabouts.
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institution Kabale University
issn 1687-8086
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language English
publishDate 2018-01-01
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spelling doaj-art-fca8d7e0664346b39405dc10f1cd2d112025-02-03T01:01:58ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/41923234192323Extent of Entry Capacity Loss at Roundabouts Caused by Rainy ConditionsJ. Ben-Edigbe0A. H. Pakshir1S. O. Ibijola2School of Engineering, University of KwaZulu-Natal, Durban, South AfricaDepartment of Civil Engineering, Lenjan Branch, Islamic Azad University, Isfahan, IranSchool of Engineering, University of KwaZulu-Natal, Durban, South AfricaEntry capacity loss at multilane roundabouts caused by rainfall was investigated. Traffic and rainfall data were collected continuously for eight weeks at selected sites in South Africa and Malaysia. Three classes of rainfall (light, moderate, and heavy) were used. Both linear and exponential techniques were used to model the relationship between entry and circulating traffic flows. Correction factor for entry angle and radius was introduced in the linear model equations to allow for variations in geometric data. Correction factor is not required for the exponential model technique. Notwithstanding, both techniques predicted that entry capacity loss would result from rainfalls irrespective of their intensity. Results show that light rainfall may cause about 5% entry and circulating capacity loss, moderate rainfall may cause about 12% capacity loss, and heavy rainfall may cause about 17% capacity loss. This paper proposed further studies into the effect of two circulating lanes rather than one on entry capacity at roundabouts.http://dx.doi.org/10.1155/2018/4192323
spellingShingle J. Ben-Edigbe
A. H. Pakshir
S. O. Ibijola
Extent of Entry Capacity Loss at Roundabouts Caused by Rainy Conditions
Advances in Civil Engineering
title Extent of Entry Capacity Loss at Roundabouts Caused by Rainy Conditions
title_full Extent of Entry Capacity Loss at Roundabouts Caused by Rainy Conditions
title_fullStr Extent of Entry Capacity Loss at Roundabouts Caused by Rainy Conditions
title_full_unstemmed Extent of Entry Capacity Loss at Roundabouts Caused by Rainy Conditions
title_short Extent of Entry Capacity Loss at Roundabouts Caused by Rainy Conditions
title_sort extent of entry capacity loss at roundabouts caused by rainy conditions
url http://dx.doi.org/10.1155/2018/4192323
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AT ahpakshir extentofentrycapacitylossatroundaboutscausedbyrainyconditions
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