A Comparison of Traffic Flow Performance of Roundabouts and Signalized Intersections: A Case Study in Nigde

Background: Intersections affect the safety and capacity of urban traffic. Therefore, the design and selection of the type of intersection need to be made very carefully. According to the demand level, a different intersection can be designed. Signalized intersections are one of the intersection typ...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:The open transportation journal 2020, Vol.14 (1), p.120-132
Hauptverfasser: Demir, Hatice G., Demir, Yusuf K.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 132
container_issue 1
container_start_page 120
container_title The open transportation journal
container_volume 14
creator Demir, Hatice G.
Demir, Yusuf K.
description Background: Intersections affect the safety and capacity of urban traffic. Therefore, the design and selection of the type of intersection need to be made very carefully. According to the demand level, a different intersection can be designed. Signalized intersections are one of the intersection types in which the sequence and duration of the flow at the intersection are provided by the lights. Generally, this type of intersection is used on roads with high traffic volume. Modern roundabouts are one of the types of circular intersections that provide advantages over other types of intersection in terms of smooth operation and safety. Modern roundabouts exist in several types today worldwide. In practice, the distinction about the kinds of roundabouts would not be fully clarified; as a result, queuing and delay can be seen as negative effects. Methods: In this study, to make a distinction and clarify the kinds of roundabouts, first, the roundabouts types are introduced according to geometric and operational aspects. A signalized intersection, where a circular island is placed and also signalized, was investigated in terms of capacity, delay, and emissions located in Niğde. The traffic flow performance of the current state (nested signalized roundabout) was calculated with HCM Method (for signalized intersection) using SIDRA and compared with roundabout solutions of the intersection with HCM6 (for roundabout) method using SIDRA Intersection analysis software. Results: From the results of the intersection capacity analysis study based on HCM6, it was seen that the application of a roundabout scenario (intersection considered as a modern roundabout) showed higher performance at the intersections than the intersection having a secondary signal. Capacity increased to 67.8%, the average delay decreased to 72.8% and 95th percentile queue dropped to 82.2%. Conclusion: Roundabout controlling instead of a nested signal system can be an example of the increase in the performance of traffic flow. This highlights the importance of choosing the appropriate roundabout design.
doi_str_mv 10.2174/1874447802014010120
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2669120172</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2669120172</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2370-ead20c92f3967bc85845da758bfd7bd5665a2ac0d33ccf5cf706b499eabe37a83</originalsourceid><addsrcrecordid>eNptkEtLw0AUhQdRsFZ_gZsB19F5JZO4K8VqoajYug438yhT25k6kyD115tQFy5cncu5h8PhQ-iakltGpbijpRRCyJIwQgWhhDJygkaDmw326Z_7HF2ktCGk4GUuRuhjgqdht4foUvA4WLyKYK1TeLYNX_jVRBviDrwyw-8tdF5DE7o2YfAaL93aw9Z9G43nvjUxGdW64NM97lshGbxsO33AzuNnt9bmEp1Z2CZz9atj9D57WE2fssXL43w6WWSKcUkyA5oRVTHLq0I2qsxLkWuQedlYLRudF0UODBTRnCtlc2UlKRpRVQYawyWUfIxujr37GD47k9p6E7rYL001K4qqh0Ml61P8mFIxpBSNrffR7SAeakrqgWr9D1X-AzDmaio</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2669120172</pqid></control><display><type>article</type><title>A Comparison of Traffic Flow Performance of Roundabouts and Signalized Intersections: A Case Study in Nigde</title><source>EZB-FREE-00999 freely available EZB journals</source><creator>Demir, Hatice G. ; Demir, Yusuf K.</creator><creatorcontrib>Demir, Hatice G. ; Demir, Yusuf K.</creatorcontrib><description>Background: Intersections affect the safety and capacity of urban traffic. Therefore, the design and selection of the type of intersection need to be made very carefully. According to the demand level, a different intersection can be designed. Signalized intersections are one of the intersection types in which the sequence and duration of the flow at the intersection are provided by the lights. Generally, this type of intersection is used on roads with high traffic volume. Modern roundabouts are one of the types of circular intersections that provide advantages over other types of intersection in terms of smooth operation and safety. Modern roundabouts exist in several types today worldwide. In practice, the distinction about the kinds of roundabouts would not be fully clarified; as a result, queuing and delay can be seen as negative effects. Methods: In this study, to make a distinction and clarify the kinds of roundabouts, first, the roundabouts types are introduced according to geometric and operational aspects. A signalized intersection, where a circular island is placed and also signalized, was investigated in terms of capacity, delay, and emissions located in Niğde. The traffic flow performance of the current state (nested signalized roundabout) was calculated with HCM Method (for signalized intersection) using SIDRA and compared with roundabout solutions of the intersection with HCM6 (for roundabout) method using SIDRA Intersection analysis software. Results: From the results of the intersection capacity analysis study based on HCM6, it was seen that the application of a roundabout scenario (intersection considered as a modern roundabout) showed higher performance at the intersections than the intersection having a secondary signal. Capacity increased to 67.8%, the average delay decreased to 72.8% and 95th percentile queue dropped to 82.2%. Conclusion: Roundabout controlling instead of a nested signal system can be an example of the increase in the performance of traffic flow. This highlights the importance of choosing the appropriate roundabout design.</description><identifier>ISSN: 1874-4478</identifier><identifier>EISSN: 1874-4478</identifier><identifier>DOI: 10.2174/1874447802014010120</identifier><language>eng</language><publisher>Sharjah: Benham Science Publishers</publisher><subject>Traffic flow</subject><ispartof>The open transportation journal, 2020, Vol.14 (1), p.120-132</ispartof><rights>2020. This work is published under https://creativecommons.org/licenses/by/4.0/legalcode (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2370-ead20c92f3967bc85845da758bfd7bd5665a2ac0d33ccf5cf706b499eabe37a83</citedby><cites>FETCH-LOGICAL-c2370-ead20c92f3967bc85845da758bfd7bd5665a2ac0d33ccf5cf706b499eabe37a83</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,4024,27923,27924,27925</link.rule.ids></links><search><creatorcontrib>Demir, Hatice G.</creatorcontrib><creatorcontrib>Demir, Yusuf K.</creatorcontrib><title>A Comparison of Traffic Flow Performance of Roundabouts and Signalized Intersections: A Case Study in Nigde</title><title>The open transportation journal</title><description>Background: Intersections affect the safety and capacity of urban traffic. Therefore, the design and selection of the type of intersection need to be made very carefully. According to the demand level, a different intersection can be designed. Signalized intersections are one of the intersection types in which the sequence and duration of the flow at the intersection are provided by the lights. Generally, this type of intersection is used on roads with high traffic volume. Modern roundabouts are one of the types of circular intersections that provide advantages over other types of intersection in terms of smooth operation and safety. Modern roundabouts exist in several types today worldwide. In practice, the distinction about the kinds of roundabouts would not be fully clarified; as a result, queuing and delay can be seen as negative effects. Methods: In this study, to make a distinction and clarify the kinds of roundabouts, first, the roundabouts types are introduced according to geometric and operational aspects. A signalized intersection, where a circular island is placed and also signalized, was investigated in terms of capacity, delay, and emissions located in Niğde. The traffic flow performance of the current state (nested signalized roundabout) was calculated with HCM Method (for signalized intersection) using SIDRA and compared with roundabout solutions of the intersection with HCM6 (for roundabout) method using SIDRA Intersection analysis software. Results: From the results of the intersection capacity analysis study based on HCM6, it was seen that the application of a roundabout scenario (intersection considered as a modern roundabout) showed higher performance at the intersections than the intersection having a secondary signal. Capacity increased to 67.8%, the average delay decreased to 72.8% and 95th percentile queue dropped to 82.2%. Conclusion: Roundabout controlling instead of a nested signal system can be an example of the increase in the performance of traffic flow. This highlights the importance of choosing the appropriate roundabout design.</description><subject>Traffic flow</subject><issn>1874-4478</issn><issn>1874-4478</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNptkEtLw0AUhQdRsFZ_gZsB19F5JZO4K8VqoajYug438yhT25k6kyD115tQFy5cncu5h8PhQ-iakltGpbijpRRCyJIwQgWhhDJygkaDmw326Z_7HF2ktCGk4GUuRuhjgqdht4foUvA4WLyKYK1TeLYNX_jVRBviDrwyw-8tdF5DE7o2YfAaL93aw9Z9G43nvjUxGdW64NM97lshGbxsO33AzuNnt9bmEp1Z2CZz9atj9D57WE2fssXL43w6WWSKcUkyA5oRVTHLq0I2qsxLkWuQedlYLRudF0UODBTRnCtlc2UlKRpRVQYawyWUfIxujr37GD47k9p6E7rYL001K4qqh0Ml61P8mFIxpBSNrffR7SAeakrqgWr9D1X-AzDmaio</recordid><startdate>2020</startdate><enddate>2020</enddate><creator>Demir, Hatice G.</creator><creator>Demir, Yusuf K.</creator><general>Benham Science Publishers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope></search><sort><creationdate>2020</creationdate><title>A Comparison of Traffic Flow Performance of Roundabouts and Signalized Intersections: A Case Study in Nigde</title><author>Demir, Hatice G. ; Demir, Yusuf K.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2370-ead20c92f3967bc85845da758bfd7bd5665a2ac0d33ccf5cf706b499eabe37a83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Traffic flow</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Demir, Hatice G.</creatorcontrib><creatorcontrib>Demir, Yusuf K.</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><jtitle>The open transportation journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Demir, Hatice G.</au><au>Demir, Yusuf K.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Comparison of Traffic Flow Performance of Roundabouts and Signalized Intersections: A Case Study in Nigde</atitle><jtitle>The open transportation journal</jtitle><date>2020</date><risdate>2020</risdate><volume>14</volume><issue>1</issue><spage>120</spage><epage>132</epage><pages>120-132</pages><issn>1874-4478</issn><eissn>1874-4478</eissn><abstract>Background: Intersections affect the safety and capacity of urban traffic. Therefore, the design and selection of the type of intersection need to be made very carefully. According to the demand level, a different intersection can be designed. Signalized intersections are one of the intersection types in which the sequence and duration of the flow at the intersection are provided by the lights. Generally, this type of intersection is used on roads with high traffic volume. Modern roundabouts are one of the types of circular intersections that provide advantages over other types of intersection in terms of smooth operation and safety. Modern roundabouts exist in several types today worldwide. In practice, the distinction about the kinds of roundabouts would not be fully clarified; as a result, queuing and delay can be seen as negative effects. Methods: In this study, to make a distinction and clarify the kinds of roundabouts, first, the roundabouts types are introduced according to geometric and operational aspects. A signalized intersection, where a circular island is placed and also signalized, was investigated in terms of capacity, delay, and emissions located in Niğde. The traffic flow performance of the current state (nested signalized roundabout) was calculated with HCM Method (for signalized intersection) using SIDRA and compared with roundabout solutions of the intersection with HCM6 (for roundabout) method using SIDRA Intersection analysis software. Results: From the results of the intersection capacity analysis study based on HCM6, it was seen that the application of a roundabout scenario (intersection considered as a modern roundabout) showed higher performance at the intersections than the intersection having a secondary signal. Capacity increased to 67.8%, the average delay decreased to 72.8% and 95th percentile queue dropped to 82.2%. Conclusion: Roundabout controlling instead of a nested signal system can be an example of the increase in the performance of traffic flow. This highlights the importance of choosing the appropriate roundabout design.</abstract><cop>Sharjah</cop><pub>Benham Science Publishers</pub><doi>10.2174/1874447802014010120</doi><tpages>13</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1874-4478
ispartof The open transportation journal, 2020, Vol.14 (1), p.120-132
issn 1874-4478
1874-4478
language eng
recordid cdi_proquest_journals_2669120172
source EZB-FREE-00999 freely available EZB journals
subjects Traffic flow
title A Comparison of Traffic Flow Performance of Roundabouts and Signalized Intersections: A Case Study in Nigde
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-06T18%3A07%3A20IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20Comparison%20of%20Traffic%20Flow%20Performance%20of%20Roundabouts%20and%20Signalized%20Intersections:%20A%20Case%20Study%20in%20Nigde&rft.jtitle=The%20open%20transportation%20journal&rft.au=Demir,%20Hatice%20G.&rft.date=2020&rft.volume=14&rft.issue=1&rft.spage=120&rft.epage=132&rft.pages=120-132&rft.issn=1874-4478&rft.eissn=1874-4478&rft_id=info:doi/10.2174/1874447802014010120&rft_dat=%3Cproquest_cross%3E2669120172%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2669120172&rft_id=info:pmid/&rfr_iscdi=true