Comparative evaluation of roundabout capacities under heterogeneous traffic conditions
In heterogeneous traffic conditions, roundabout capacity is described by vehicle and driver characteristics which are different from traffic conditions in homogeneous conditions. In the present study, the capacity of the roundabout is determined using various capacity formulas such as gap acceptance...
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description | In heterogeneous traffic conditions, roundabout capacity is described by vehicle and driver characteristics which are different from traffic conditions in homogeneous conditions. In the present study, the capacity of the roundabout is determined using various capacity formulas such as gap acceptance models given by Highway Capacity Manual 2010 (US), German model (2001); empirical regression models given by TRRL (UK) and weaving models given by IRC: 65-1976 (India). In addition, microscopic simulation model like VISSIM (PTV Ger- many) is also used to derive capacity values. Unlike the other capacity estimation models, VISSIM is helpful in estimating capacity values using geometric and driver characteristics and it can also simulate heterogeneous traffic condition accurately. Capacity is estimated after calibrating the simulation model (VISSIM) developed for the roundabout. This is achieved by incorporating different vehicle classes to represent the heterogeneous traffic environment, driver gap acceptance, and lane changeparameters. All the required inputs were extracted from the video using semi-automatic data collection methods. Data are used for the estimation of capacity values from dif- ferent methods mentioned above and for the calibration and validation of simulation model. The capacity values esti- mated form various formulas except German model are distinctly different from the field values and they are either overestimating or underestimating. Analysis of these observations reveals that the capacity values from VISSIM and German models are nearly matching with the field capacity. |
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Ramachandra</creator><creatorcontrib>Arroju, Ramu ; Gaddam, Hari Krishna ; Vanumu, Lakshmi Devi ; Rao, K. Ramachandra</creatorcontrib><description>In heterogeneous traffic conditions, roundabout capacity is described by vehicle and driver characteristics which are different from traffic conditions in homogeneous conditions. In the present study, the capacity of the roundabout is determined using various capacity formulas such as gap acceptance models given by Highway Capacity Manual 2010 (US), German model (2001); empirical regression models given by TRRL (UK) and weaving models given by IRC: 65-1976 (India). In addition, microscopic simulation model like VISSIM (PTV Ger- many) is also used to derive capacity values. Unlike the other capacity estimation models, VISSIM is helpful in estimating capacity values using geometric and driver characteristics and it can also simulate heterogeneous traffic condition accurately. Capacity is estimated after calibrating the simulation model (VISSIM) developed for the roundabout. This is achieved by incorporating different vehicle classes to represent the heterogeneous traffic environment, driver gap acceptance, and lane changeparameters. All the required inputs were extracted from the video using semi-automatic data collection methods. Data are used for the estimation of capacity values from dif- ferent methods mentioned above and for the calibration and validation of simulation model. The capacity values esti- mated form various formulas except German model are distinctly different from the field values and they are either overestimating or underestimating. Analysis of these observations reveals that the capacity values from VISSIM and German models are nearly matching with the field capacity.</description><identifier>ISSN: 2095-087X</identifier><identifier>ISSN: 2662-4745</identifier><identifier>EISSN: 2196-0577</identifier><identifier>EISSN: 2662-4753</identifier><identifier>DOI: 10.1007/s40534-015-0089-8</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Automotive Engineering ; Calibration ; Computer simulation ; Data collection ; Engineering ; Field capacity ; Foundations ; Gap acceptance ; Geoengineering ; Hydraulics ; Mathematical models ; Regional/Spatial Science ; Roundabouts ; Traffic engineering ; Traffic flow ; Vehicles ; VISSIM ; 交通条件 ; 公路通行能力 ; 可接受间隙 ; 回归模型 ; 容量估计 ; 微观仿真模型 ; 非均匀</subject><ispartof>Journal of modern transportation, 2015-12, Vol.23 (4), p.310-324</ispartof><rights>The Author(s) 2015</rights><rights>Copyright © Wanfang Data Co. Ltd. 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Transport</addtitle><addtitle>Journal of Modern Transportation</addtitle><description>In heterogeneous traffic conditions, roundabout capacity is described by vehicle and driver characteristics which are different from traffic conditions in homogeneous conditions. In the present study, the capacity of the roundabout is determined using various capacity formulas such as gap acceptance models given by Highway Capacity Manual 2010 (US), German model (2001); empirical regression models given by TRRL (UK) and weaving models given by IRC: 65-1976 (India). In addition, microscopic simulation model like VISSIM (PTV Ger- many) is also used to derive capacity values. Unlike the other capacity estimation models, VISSIM is helpful in estimating capacity values using geometric and driver characteristics and it can also simulate heterogeneous traffic condition accurately. Capacity is estimated after calibrating the simulation model (VISSIM) developed for the roundabout. This is achieved by incorporating different vehicle classes to represent the heterogeneous traffic environment, driver gap acceptance, and lane changeparameters. All the required inputs were extracted from the video using semi-automatic data collection methods. Data are used for the estimation of capacity values from dif- ferent methods mentioned above and for the calibration and validation of simulation model. The capacity values esti- mated form various formulas except German model are distinctly different from the field values and they are either overestimating or underestimating. Analysis of these observations reveals that the capacity values from VISSIM and German models are nearly matching with the field capacity.</description><subject>Automotive Engineering</subject><subject>Calibration</subject><subject>Computer simulation</subject><subject>Data collection</subject><subject>Engineering</subject><subject>Field capacity</subject><subject>Foundations</subject><subject>Gap acceptance</subject><subject>Geoengineering</subject><subject>Hydraulics</subject><subject>Mathematical models</subject><subject>Regional/Spatial Science</subject><subject>Roundabouts</subject><subject>Traffic engineering</subject><subject>Traffic flow</subject><subject>Vehicles</subject><subject>VISSIM</subject><subject>交通条件</subject><subject>公路通行能力</subject><subject>可接受间隙</subject><subject>回归模型</subject><subject>容量估计</subject><subject>微观仿真模型</subject><subject>非均匀</subject><issn>2095-087X</issn><issn>2662-4745</issn><issn>2196-0577</issn><issn>2662-4753</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><sourceid>C6C</sourceid><sourceid>BENPR</sourceid><recordid>eNp9kUtLxDAUhYsoKOoPcFd0I0j1JmleSxl8wYAbFXchTZOxw0wyJq2O_96MFREXrnLJ_c65yT1FcYTgHAHwi1QDJXUFiFYAQlZiq9jDSLIKKOfbuQaZO4I_7xaHKc0BADHGMBV7xdMkLFc66r57s6V904shl8GXwZUxDL7VTRj60uiVNl3f2VTmOxvLF9vbGGbW2zCkso_auc6UJvi228jTQbHj9CLZw-9zv3i8vnqY3FbT-5u7yeW0MjWlfUWI4DWyDruGaC10K4wwVDctRpy2wlnTEkQlrYWUjjU8N2toAGEsBSGYkP3ibPR9195pP1PzMESfJ6q1n_ftet0oi_NeoM6LyfTpSK9ieB1s6tWyS8YuFvrrHwpxwRDDeTEZPfmD_jgjXksGBAmcKTRSJoaUonVqFbuljh8KgdpEo8ZoVH6C2kSjNs541KTM-pmNv5z_ER1_D3oJfvaadT-TcpJSEgqMfAJ2vpyh</recordid><startdate>20151201</startdate><enddate>20151201</enddate><creator>Arroju, Ramu</creator><creator>Gaddam, Hari Krishna</creator><creator>Vanumu, Lakshmi Devi</creator><creator>Rao, K. 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Ramachandra</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Comparative evaluation of roundabout capacities under heterogeneous traffic conditions</atitle><jtitle>Journal of modern transportation</jtitle><stitle>J. Mod. Transport</stitle><addtitle>Journal of Modern Transportation</addtitle><date>2015-12-01</date><risdate>2015</risdate><volume>23</volume><issue>4</issue><spage>310</spage><epage>324</epage><pages>310-324</pages><issn>2095-087X</issn><issn>2662-4745</issn><eissn>2196-0577</eissn><eissn>2662-4753</eissn><abstract>In heterogeneous traffic conditions, roundabout capacity is described by vehicle and driver characteristics which are different from traffic conditions in homogeneous conditions. In the present study, the capacity of the roundabout is determined using various capacity formulas such as gap acceptance models given by Highway Capacity Manual 2010 (US), German model (2001); empirical regression models given by TRRL (UK) and weaving models given by IRC: 65-1976 (India). In addition, microscopic simulation model like VISSIM (PTV Ger- many) is also used to derive capacity values. Unlike the other capacity estimation models, VISSIM is helpful in estimating capacity values using geometric and driver characteristics and it can also simulate heterogeneous traffic condition accurately. Capacity is estimated after calibrating the simulation model (VISSIM) developed for the roundabout. This is achieved by incorporating different vehicle classes to represent the heterogeneous traffic environment, driver gap acceptance, and lane changeparameters. All the required inputs were extracted from the video using semi-automatic data collection methods. Data are used for the estimation of capacity values from dif- ferent methods mentioned above and for the calibration and validation of simulation model. The capacity values esti- mated form various formulas except German model are distinctly different from the field values and they are either overestimating or underestimating. Analysis of these observations reveals that the capacity values from VISSIM and German models are nearly matching with the field capacity.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s40534-015-0089-8</doi><tpages>15</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Automotive Engineering Calibration Computer simulation Data collection Engineering Field capacity Foundations Gap acceptance Geoengineering Hydraulics Mathematical models Regional/Spatial Science Roundabouts Traffic engineering Traffic flow Vehicles VISSIM 交通条件 公路通行能力 可接受间隙 回归模型 容量估计 微观仿真模型 非均匀 |
title | Comparative evaluation of roundabout capacities under heterogeneous traffic conditions |
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