Relevant bibliographies by topics / Roundabouts capacity

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Roundabouts capacity'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Roundabouts capacity"

1

Suh, Wonho, Jung In Kim, Hyunmyung Kim, Joonho Ko, and Young-Joo Lee. "Mathematical Analysis for Roundabout Capacity." Mathematical Problems in Engineering 2018 (June 5, 2018): 1–8. http://dx.doi.org/10.1155/2018/4310894.

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This paper investigates roundabout capacity analysis using mathematical modelling and microscopic simulation. The capacity in approach section in roundabout is calculated by estimating the number of vehicles that can enter a roundabout for a given approach given a certain circulating volume. Since roundabouts are working with only yield conditions, capacity is dependent on gap acceptance model. Priority rules are used to simulate the gap acceptance model and define the right-of-way for conflicting movements. In the case of roundabouts, priority rules can be utilized to establish right-of-way a
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Hamid, Shaker, and Bigdeli Rad Hamid. "Evaluation and Simulation of New Roundabouts Traffic Parameters by Aimsun Software." Journal of Civil Engineering and Materials Application 2, no. 3 (2018): 146–58. https://doi.org/10.22034/jcema.2018.91996.

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New roundabouts are innovation and revolutionary in roundabout design, with the risk of incidents in these roundabouts far less than traditional common roundabouts. These types of roundabouts control the traffic flow at the entrance and exit of the roundabout, with the guidance of drivers to isolated lines before entering the roundabout and guidance to the spiral lines inside the roundabout as channelized. Another advantage of these roundabouts is the much more balanced division of traffic flows than traditional ones. In Iran, in view of the many problems of capacity, flow and safety of inters
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Hatami, Hadi, and Iman Aghayan. "Traffic Efficiency Evaluation of Elliptical Roundabout Compared with Modern and Turbo Roundabouts Considering Traffic Signal Control." PROMET - Traffic&Transportation 29, no. 1 (2017): 1–11. http://dx.doi.org/10.7307/ptt.v29i1.2053.

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This paper compared the performance of elliptical roundabout with turbo and modern roundabouts. It considers the effects of increasing the central island radius and speed limit on delay and capacity. Three types of roundabouts (modern, turbo and elliptical roundabouts) with different numbers of lanes (single lane, two-lane and three-lane) were designed. Unsignalized and signalized controls were applied for these roundabouts. The robustness of the designed roundabouts was investigated for saturated and unsaturated flow conditions. Based on the obtained results, increasing the central island rad
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Macioszek, Elżbieta. "Roundabout Entry Capacity Calculation—A Case Study Based on Roundabouts in Tokyo, Japan, and Tokyo Surroundings." Sustainability 12, no. 4 (2020): 1533. http://dx.doi.org/10.3390/su12041533.

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The article presents the calculation of roundabout entry capacity as a case study based on roundabouts located in Tokyo, Japan, and Tokyo surroundings. The analysis was conducted as part of the project entitled “Analysis of the applicability of the author’s method of roundabouts entry capacity calculation developed for the conditions prevailing in Poland to the conditions prevailing at roundabouts in Tokyo (Japan) and in the Tokyo surroundings”. The main aim and the research question was whether the author’s model of roundabouts entry capacity calculation constructed for the conditions prevail
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Guerrieri, Marco, and Ferdinando Corriere. "Estimation of Measures of Effectiveness (MOE) for the C-Roundabouts." Applied Mechanics and Materials 459 (October 2013): 569–74. http://dx.doi.org/10.4028/www.scientific.net/amm.459.569.

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The C-roundabout (cyclist roundabout) is a new multi-lane roundabout designed to improve the safety of cyclists at and make multi-lane roundabouts more cyclist-friendly. The geometric layout of C-Roundabouts allows the decrease of the vehicle speeds through the roundabout to around 30 km/h. The rare C-roundabout installations so far implemented in the world have not allowed analysing the capacity by means empirical data. In the light of this considerations, the main objective of the paper is to give a theoretical closed-form model for evaluation the measures of effectiveness MOE (capacity, del
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Flannery, Aimee, Lily Elefteriadou, Paul Koza, and John McFadden. "Safety, Delay, and Capacity of Single-Lane Roundabouts in the United States." Transportation Research Record: Journal of the Transportation Research Board 1646, no. 1 (1998): 63–70. http://dx.doi.org/10.3141/1646-08.

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Roundabouts are a form of at-grade intersection control that is used frequently around the world and is becoming popular in the United States. Roundabouts are being used to replace two-way and all-way stopcontrolled intersections and traffic signals in the United States. Roundabouts have also been used recently in Vail, Colorado, to improve an existing stop-controlled freeway interchange system. In this study, five single-lane roundabouts are studied to assess their safety and operational performance. All five sites were stop-controlled before roundabouts were installed, and overall the sites
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Ibanez, Guillermo, Tobias Meuser, Miguel A. Lopez-Carmona, and Diego Lopez-Pajares. "Synchronous Roundabouts with Rotating Priority Sectors (SYROPS): High Capacity and Safety for Conventional and Autonomous Vehicles." Electronics 9, no. 10 (2020): 1726. http://dx.doi.org/10.3390/electronics9101726.

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Roundabouts are a highway engineering concept meant to reduce congestion and improve safety. However, experience shows that capacity of roundabouts is limited, and safety is not optimal. However, these improvements in capacity and safety should be compatible with both manually-driven and autonomous vehicles. Incorporating existing advanced technologies to the signaling and control of roundabouts will undoubtedly contribute to these improvements but should not restrict this compatibility. We approach roundabouts as synchronous switches of vehicles, and propose a roundabout system (synchronous r
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Charef, Ayoub, ZAHI JARIR, and Mohamed Quafafou. "The Impact of Pedestrian Crossings on Speed Patterns and Roundabout Capacity." International Journal of Scientific Research and Innovative Studies 3, no. 1 (2024): 13–20. https://doi.org/10.5281/zenodo.10674512.

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<strong>Abstract</strong> This study investigates how pedestrian crossings impact both the speed dynamics and capacity of roundabouts, aiming to optimize traffic flow. Pedestrians traditionally hold priority at unsignalized intersections and roundabouts, significantly affecting operational efficiency. The paper underscores the pivotal role of crosswalk placement in mitigating disruptions to vehicular flow and preventing congestion. Data for this research were gathered from roundabouts in Marrakech, Morocco, utilizing mobile phones to track vehicle and pedestrian volumes, as well as passage tim
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Guerrieri, Marco, and Ferdinando Corriere. "Calculation of Turbo-Roundabouts with Slip Lanes." Applied Mechanics and Materials 459 (October 2013): 595–600. http://dx.doi.org/10.4028/www.scientific.net/amm.459.595.

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A turbo roundabout is a particular type of roundabout where all lanes are bounded by traffic signs and by non-mountable curbs installed at entering and circulating lanes. Turbo roundabouts also have a very particular shape to accomplish the splitting of traffic streams and to prevent cars weaving through. These aspects make turbo-roundabouts more appropriate than roundabouts when a higher level of safety has to be guaranteed, particularly in presence of relevant pedestrian and two-wheels traffic volumes. Only in some traffic conditions, turbo roundabouts can offer higher capacities than conven
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Abhigna, Dodappaneni, Sindhu Kondreddy, and K. V. R. Ravi Shankar. "Effect of vehicle composition and delay on roundabout capacity under mixed traffic conditions." Archives of Transport 40, no. 4 (2016): 7–14. http://dx.doi.org/10.5604/08669546.1225456.

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Roundabouts are replacing conventional unsignalized intersections in many parts of the world (Polus and Shmueli, 1997). Capacity estimation is necessary for designing a new roundabout, to analyze and improve the existing roundabout facilities. There are several methods to estimate the capacity of the roundabout, but most of them are for homogeneous lane based traffic conditions and not applicable for mixed traffic conditions. This study tries to find out the applicability of the existing methods to mixed traffic conditions, identify the effect of vehicle composition, travel time and delay on c
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Dissertations / Theses on the topic "Roundabouts capacity"

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Ren, Liang. "Development and Validation of New Capacity Models for Roundabouts." Thesis, Griffith University, 2017. http://hdl.handle.net/10072/367372.

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There is increased interest in building modern roundabouts in Europe, Australia and North America because of the safety and operational benefits that can be realized from this type of intersection. With this interest comes the increasing need to be able to estimate the capacity, evaluate the performance and analyze the emission levels that a roundabout will be likely to provide once it is built. In the early 2000s, a National Cooperative Highway Research Program (NCHRP) study was conducted that, among other tasks, developed single-lane roundabout capacity estimation equations. These equations,
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Alqahtani, Abdullah Ayed F. "Comparative Analysis of Roundabout Capacity Analysis Methods." University of Dayton / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1557252181941848.

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Linse, Leif. "Capcal for small roundabouts : Current status and improvements." Thesis, Linköpings universitet, Institutionen för teknik och naturvetenskap, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-63822.

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Questions have been raised regarding how good Capcal works for roundabouts with a weaving length smaller than 25 meters and if Capcal would work for weaving lengths lower than the 16 meters that is the lower limit in the current model. In this thesis, two possible improvements has been developed and tested on five roundabouts with a weaving length less than 25 meters. Work has been done to build alternative gap acceptance models ranging from removal of the 16-meter limit through re-estimation of the current model to a completely new model. In this thesis a new sub model has been introduced tha
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Sullivan, Daniel P. "Vehicle headway and lane flow distributions on multi-lane arterial roads." Thesis, Queensland University of Technology, 2001.

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Perez, Vargas Daniela Michelle, and Baltazar Jorge Enrique Yauyo. "Replanteo físico y operacional de la rotonda monitor ubicada en el distrito de Santiago de Surco para mejorar su eficiencia y seguridad vial." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/653423.

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La investigación presenta un nuevo diseño de rotondas llamado turbo rotondas, estos tipos de rotondas se adoptan, debido a que las glorietas convencionales multicarril se encuentran relacionadas con problemas como lo son el comportamiento de los conductores en la entrada, carril circulatorio y zonas de salida de la rotonda; donde se observa el cambio e invasión de los carriles sin respetar las marcas divisorias de carril lo que genera mayor velocidad. Las turbo rotondas a comparación de las rotondas convencionales, poseen beneficios operativos y de seguridad, gracias a que tienen separadores d
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Barry, Christina Danielle. "Calibration of the hcm 2010 roundabout capacity equations for georgia conditions." Thesis, Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/44887.

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There is increased interest in building modern roundabouts in Georgia and in the United States because of the safety and operational benefits that can be realized from this type of intersection. With this interest comes the increasing need to be able to estimate the capacity that a roundabout can provide after it is built. In the early 2000s, a National Cooperative Highway Research Program (NCHRP) study was conducted that, among other tasks, developed single-lane and multi-lane roundabout capacity estimation equations. These equations, presented in the Highway Capacity Manual 2010 (HCM 2010),
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Schmitt, Laura E. "Calibration of the HCM 2010 single-lane roundabout capacity equations for Georgia conditions (Phase 2)." Thesis, Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/50413.

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The operational performance of an existing or proposed roundabout can be assessed through capacity models. In order to provide improved capacity predictions for existing and proposed Georgia roundabouts, the 2010 HCM roundabout capacity equations need to be locally calibrated based on Georgia drivers. The purpose of this study is to collect field data necessary to calculate follow-up and critical headways at Georgia roundabouts in order to calibrate the 2010 HCM capacity equations to yield improved capacity predictions. The research team filmed 28 approaches at thirteen Georgia roundabouts for
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Khekare, Pranav Prakash. "Application of Computer Vision algorithm and Deep learning for roundabout capacity evaluation using UAV aerial imagery and videos." University of Cincinnati / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1613748930108492.

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Pěknica, Martin. "Úprava křižovatky silnic I/55 a II/432 u Hodonína." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226944.

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The aim of this Master's thesis is design of possible modifications of crossroad I/55 and II/432, primarily with focus on capacity and safety. The first part of this thesis is dealing with measurement and evaluation of current traffic intensities, and capacity calculations of suggested design modifications. The second part of the thesis consists of detailed project of one design modification (diamond interchange) for documentation for construction permit.
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Schmotz, Martin. "Bemessungsverfahren für Minikreisverkehre und einstreifige Kreisverkehre." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2014. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-154958.

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Die vorliegende Dissertationsschrift widmet sich der Kapazität von Minikreisverkehren und der Berücksichtigung querender nichtmotorisierter Verkehrsteilnehmer an Kreisverkehren. Grundlage bilden Verkehrserhebungen an zehn Minikreisverkehren in Deutschland sowie eine Analyse des Erkenntnisstands zur Kapazitätsermittlung an Minikreisverkehren und an kleinen Kreisverkehren. Im ersten Teil der Arbeit wird ein Kapazitätsmodell für Minikreisverkehre unter Berücksichtigung relevanter verkehrlicher und gestalterischer Einflussfaktoren ermittelt. Dafür werden zwei unterschiedliche Ansätze betrachtet.
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Books on the topic "Roundabouts capacity"

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Semmens, Marie C. The capacity of entries to very large roundabouts. Transport and Road Reseach Laboratory,Traffic Group, Traffic Management Division, 1988.

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Mauro, Raffaele. Calculation of roundabouts: Capacity, waiting phenomena and reliability. Springer, 2010.

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Mohamad, Majdi. Roundabouts: Its capacity, queue length and delay. 1987.

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Mauro, Raffaele. Calculation of Roundabouts: Capacity, Waiting Phenomena and Reliability. Springer, 2010.

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Mauro, Raffaele. Calculation of Roundabouts: Capacity, Waiting Phenomena and Reliability. Springer Berlin / Heidelberg, 2014.

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Book chapters on the topic "Roundabouts capacity"

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Mauro, Raffaele. "Capacity Evaluation." In Calculation of Roundabouts. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-04551-6_2.

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Stuwe, Birgit. "Capacity and Safety of Roundabouts — German Results." In Intersections without Traffic Signals II. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-84537-6_1.

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Peters, B. Guy, and Jon Pierre. "Swings and Roundabouts? Multilevel Governance as a Source of and Constraint on Policy Capacity." In Challenges to State Policy Capacity. Palgrave Macmillan UK, 2005. http://dx.doi.org/10.1057/9780230524194_3.

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Nuli, Sadguna, Nagamani Gade, and Kavya Beeravolu. "Capacity and Level of Service of Roundabouts Using Indo-HCM." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3662-5_17.

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Akçelik, Rahmi. "Gap Acceptance Cycles for Modelling Roundabout Capacity and Performance." In Roundabouts as Safe and Modern Solutions in Transport Networks and Systems. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-98618-0_8.

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Macioszek, Elżbieta. "The Influence of Motorcycling and Cycling on Small One-Lane Roundabouts Capacity." In Communications in Computer and Information Science. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-24660-9_33.

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Karunarathne, H. K. D. T., M. A. K. Sandaruwan, U. K. A. H. Madushani, and W. M. V. S. K. Wickramasinghe. "Capacity Analysis for Urban Roundabouts in Sri Lanka Using Modified SIDRA Model." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-7222-7_28.

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Hakkert, A. S., D. Mahalel, and S. A. Asante. "A Comparative Study of Roundabout Capacity Procedures." In Intersections without Traffic Signals II. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-84537-6_8.

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Akçelik, Rahmi, and Rod Troutbeck. "Implementation of the Australian roundabout analysis method in SIDRA." In Highway Capacity and Level of Service. Routledge, 2021. http://dx.doi.org/10.1201/9780203751916-2.

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Čulík, K., and A. Kalašová. "Comparison of the capacity and efficiency of a turbo-roundabout and a single-lane roundabout." In Automotive Safety 2024. CRC Press, 2025. https://doi.org/10.1201/9781003465959-6.

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Conference papers on the topic "Roundabouts capacity"

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Al Hasanat, Haitham A., Omar Alharasees, and Dania Alothman. "Connected Automated Vehicles Entry Capacity on Roundabouts- Case Study Hungary." In 2024 2nd International Conference on Technology Innovation and Its Applications (ICTIIA). IEEE, 2024. https://doi.org/10.1109/ictiia61827.2024.10761405.

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Krivda, Vladislav. "COMPARISON OF SELECTED CAPACITY CALCULATIONS FOR ROUNDABOUTS." In 18th International Multidisciplinary Scientific GeoConference SGEM2018. Stef92 Technology, 2018. http://dx.doi.org/10.5593/sgem2018/6.3/s27.067.

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Xie, Jun, Bao-jie Yan, and Ting Zong. "The Theory Model of Urban Roundabouts' Capacity." In First International Conference on Transportation Engineering. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40932(246)615.

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Krivda, Vladislav. "SAFETY AND CAPACITY ASSESSMENT OF NON-STANDARD ROUNDABOUTS." In 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings. STEF92 Technology, 2019. http://dx.doi.org/10.5593/sgem2019/6.2/s27.066.

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Guo, Rui-Jun, Bo-Liang Lin, and Wan-Xiang Wang. "The Iterative Calculation of Full Capacity of Roundabouts." In 2009 International Symposium on Information Science and Engineering (ISISE). IEEE, 2009. http://dx.doi.org/10.1109/isise.2009.35.

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Šarić, Ammar, Sanjin Albinović, Mirza Pozder, Suada Džebo, Žanesa Ljevo, and Emira Muftić. "Improved applicability diagram of two-lane roundabouts." In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1026.

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When reconstructing existing or constructing completely new intersections, the main problem is determining the type of future intersection. Capacity is one of the key indicators that influence the choice of traffic control type. In this paper, using different scenarios of theoretical traffic flow distributions and traffic volume scenarios, the authors have determined the applicability area of two-lane roundabouts. The results obtained were used to improve the existing applicability diagrams of the various intersection types presented in several issues of US Highway Capacity Manuals (US HCM). C
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Yang, Huiwen. "A traffic Capacity Research for Five-way Roundabouts with Signal Controls." In The International Conference on Remote Sensing,Environment and Transportation Engineering. Atlantis Press, 2013. http://dx.doi.org/10.2991/rsete.2013.117.

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Vasconcelos, Luis, Ana B. Silva, and Álvaro Seco. "A Sensitivity Analysis of Cowan's M3 Capacity Model Applied to Roundabouts." In Artificial Intelligence and Applications / Modelling, Identification, and Control. ACTAPRESS, 2011. http://dx.doi.org/10.2316/p.2011.718-020.

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Cisneros, Carlos, Luis Morales, Manuel Silvera, and Fernando Campos. "Design of mini roundabouts with adaptive traffic lights to improve vehicular travel times and roundabout capacity in metropolitan cities." In 2022 Congreso Internacional de Innovación y Tendencias en Ingeniería (CONIITI). IEEE, 2022. http://dx.doi.org/10.1109/coniiti57704.2022.9953666.

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Giuffrè, O., A. Granà, T. Giuffrè, and R. Marino. "How to derive the analytical capacity model for not-conventional urban roundabouts." In URBAN TRANSPORT 2008. WIT Press, 2008. http://dx.doi.org/10.2495/ut080551.

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Reports on the topic "Roundabouts capacity"

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Tarko, Andrew, Mario Romero, Thomas Hall, Shaikh Ahmad Matin, and Cristhian Lizarazo. Evaluation of Alternative Intersections and Interchanges: Volume I—Roundabout Capacity and Rollover Analysis for Heavy Vehicles. Purdue University, 2015. http://dx.doi.org/10.5703/1288284316011.

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