Short-term traffic flow prediction using seasonal ARIMA model with limited input data
Background Accurate prediction of traffic flow is an integral component in most of the Intelligent Transportation Systems (ITS) applications. The data driven approach using Box-Jenkins Autoregressive Integrated Moving Average (ARIMA) models reported in most studies demands sound database for model b...
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Veröffentlicht in: | European transport research review 2015-09, Vol.7 (3), p.1-9, Article 21 |
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description | Background
Accurate prediction of traffic flow is an integral component in most of the Intelligent Transportation Systems (ITS) applications. The data driven approach using Box-Jenkins Autoregressive Integrated Moving Average (ARIMA) models reported in most studies demands sound database for model building. Hence, the applicability of these models remains a question in places where the data availability could be an issue. The present study tries to overcome the above issue by proposing a prediction scheme using Seasonal ARIMA (SARIMA) model for short term prediction of traffic flow using only limited input data.
Method
A 3-lane arterial roadway in Chennai, India was selected as the study stretch and limited flow data from only three consecutive days was used for the model development using SARIMA. After necessary differencing to make the input time series a stationary one, the autocorrelation function (ACF) and partial autocorrelation function (PACF) were plotted to identify the suitable order of the SARIMA model. The model parameters were found using maximum likelihood method in R. The developed model was validated by performing 24 hrs. ahead forecast and the predicted flows were compared with the actual flow values. A comparison of the proposed model with historic average and naive method was also attempted. The effect of increase in sample size of input data on prediction results was studied. Short term prediction of traffic flow during morning and evening peak periods was also attempted using both historic and real time data.
Concluding remarks
The mean absolute percentage error (MAPE) between actual and predicted flow was found to be in the range of 4–10, which is acceptable in most of the ITS applications. The prediction scheme proposed in this study for traffic flow prediction could be considered in situations where database is a major constraint during model development using ARIMA. |
doi_str_mv | 10.1007/s12544-015-0170-8 |
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Accurate prediction of traffic flow is an integral component in most of the Intelligent Transportation Systems (ITS) applications. The data driven approach using Box-Jenkins Autoregressive Integrated Moving Average (ARIMA) models reported in most studies demands sound database for model building. Hence, the applicability of these models remains a question in places where the data availability could be an issue. The present study tries to overcome the above issue by proposing a prediction scheme using Seasonal ARIMA (SARIMA) model for short term prediction of traffic flow using only limited input data.
Method
A 3-lane arterial roadway in Chennai, India was selected as the study stretch and limited flow data from only three consecutive days was used for the model development using SARIMA. After necessary differencing to make the input time series a stationary one, the autocorrelation function (ACF) and partial autocorrelation function (PACF) were plotted to identify the suitable order of the SARIMA model. The model parameters were found using maximum likelihood method in R. The developed model was validated by performing 24 hrs. ahead forecast and the predicted flows were compared with the actual flow values. A comparison of the proposed model with historic average and naive method was also attempted. The effect of increase in sample size of input data on prediction results was studied. Short term prediction of traffic flow during morning and evening peak periods was also attempted using both historic and real time data.
Concluding remarks
The mean absolute percentage error (MAPE) between actual and predicted flow was found to be in the range of 4–10, which is acceptable in most of the ITS applications. The prediction scheme proposed in this study for traffic flow prediction could be considered in situations where database is a major constraint during model development using ARIMA.</description><identifier>ISSN: 1867-0717</identifier><identifier>EISSN: 1866-8887</identifier><identifier>DOI: 10.1007/s12544-015-0170-8</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Analysis ; Autocorrelation functions ; Automotive Engineering ; Civil Engineering ; Construction ; Data collection ; Engineering ; Historic ; Intelligent systems ; Intelligent transportation systems ; Mathematical models ; Maximum likelihood method ; Original Paper ; Peak periods ; Real time ; Regional/Spatial Science ; Roads & highways ; Statistical methods ; Studies ; Time series ; Traffic congestion ; Traffic flow ; Transportation ; Transportation planning</subject><ispartof>European transport research review, 2015-09, Vol.7 (3), p.1-9, Article 21</ispartof><rights>The Author(s) 2015</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c420t-962a3ab67d096abbdb39bbb7a6d02d7884e6e348bd5433db4cd9a66576cd752d3</citedby><cites>FETCH-LOGICAL-c420t-962a3ab67d096abbdb39bbb7a6d02d7884e6e348bd5433db4cd9a66576cd752d3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s12544-015-0170-8$$EPDF$$P50$$Gspringer$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://doi.org/10.1007/s12544-015-0170-8$$EHTML$$P50$$Gspringer$$Hfree_for_read</linktohtml><link.rule.ids>314,776,780,860,27903,27904,41099,41467,42168,42536,51297,51554</link.rule.ids></links><search><creatorcontrib>Kumar, S. Vasantha</creatorcontrib><creatorcontrib>Vanajakshi, Lelitha</creatorcontrib><title>Short-term traffic flow prediction using seasonal ARIMA model with limited input data</title><title>European transport research review</title><addtitle>Eur. Transp. Res. Rev</addtitle><description>Background
Accurate prediction of traffic flow is an integral component in most of the Intelligent Transportation Systems (ITS) applications. The data driven approach using Box-Jenkins Autoregressive Integrated Moving Average (ARIMA) models reported in most studies demands sound database for model building. Hence, the applicability of these models remains a question in places where the data availability could be an issue. The present study tries to overcome the above issue by proposing a prediction scheme using Seasonal ARIMA (SARIMA) model for short term prediction of traffic flow using only limited input data.
Method
A 3-lane arterial roadway in Chennai, India was selected as the study stretch and limited flow data from only three consecutive days was used for the model development using SARIMA. After necessary differencing to make the input time series a stationary one, the autocorrelation function (ACF) and partial autocorrelation function (PACF) were plotted to identify the suitable order of the SARIMA model. The model parameters were found using maximum likelihood method in R. The developed model was validated by performing 24 hrs. ahead forecast and the predicted flows were compared with the actual flow values. A comparison of the proposed model with historic average and naive method was also attempted. The effect of increase in sample size of input data on prediction results was studied. Short term prediction of traffic flow during morning and evening peak periods was also attempted using both historic and real time data.
Concluding remarks
The mean absolute percentage error (MAPE) between actual and predicted flow was found to be in the range of 4–10, which is acceptable in most of the ITS applications. The prediction scheme proposed in this study for traffic flow prediction could be considered in situations where database is a major constraint during model development using ARIMA.</description><subject>Analysis</subject><subject>Autocorrelation functions</subject><subject>Automotive Engineering</subject><subject>Civil Engineering</subject><subject>Construction</subject><subject>Data collection</subject><subject>Engineering</subject><subject>Historic</subject><subject>Intelligent systems</subject><subject>Intelligent transportation systems</subject><subject>Mathematical models</subject><subject>Maximum likelihood method</subject><subject>Original Paper</subject><subject>Peak periods</subject><subject>Real time</subject><subject>Regional/Spatial Science</subject><subject>Roads & highways</subject><subject>Statistical methods</subject><subject>Studies</subject><subject>Time series</subject><subject>Traffic congestion</subject><subject>Traffic flow</subject><subject>Transportation</subject><subject>Transportation planning</subject><issn>1867-0717</issn><issn>1866-8887</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><sourceid>C6C</sourceid><sourceid>BENPR</sourceid><recordid>eNp1kE9LwzAYh4soOOY-gLeAFy_VpEmT9DiGfwaKoO4ckibdMtqmJinDb29mPYjgC-HN4fn94H2y7BLBGwQhuw2oKAnJISrTYzDnJ9kMcUpzzjk7_f6zHDLEzrNFCHuYBqOSYzzLNm8752Meje9A9LJpbA2a1h3A4I22dbSuB2Ow_RYEI4PrZQuWr-vnJeicNi042LgDre1sNBrYfhgj0DLKi-yskW0wi589zzb3d--rx_zp5WG9Wj7lNSlgzCtaSCwVZRpWVCqlFa6UUkxSDQvNOCeGGky40iXBWCtS60pSWjJaa1YWGs-z66l38O5jNCGKzobatK3sjRuDQKzEJUGpPaFXf9C9G326J1GUMw4Zq0ii0ETV3oXgTSMGbzvpPwWC4uhaTK5Fci2OrgVPmWLKhMT2W-N_Nf8b-gK5ToDb</recordid><startdate>20150901</startdate><enddate>20150901</enddate><creator>Kumar, S. 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Vasantha ; Vanajakshi, Lelitha</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c420t-962a3ab67d096abbdb39bbb7a6d02d7884e6e348bd5433db4cd9a66576cd752d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Analysis</topic><topic>Autocorrelation functions</topic><topic>Automotive Engineering</topic><topic>Civil Engineering</topic><topic>Construction</topic><topic>Data collection</topic><topic>Engineering</topic><topic>Historic</topic><topic>Intelligent systems</topic><topic>Intelligent transportation systems</topic><topic>Mathematical models</topic><topic>Maximum likelihood method</topic><topic>Original Paper</topic><topic>Peak periods</topic><topic>Real time</topic><topic>Regional/Spatial Science</topic><topic>Roads & highways</topic><topic>Statistical methods</topic><topic>Studies</topic><topic>Time series</topic><topic>Traffic congestion</topic><topic>Traffic flow</topic><topic>Transportation</topic><topic>Transportation planning</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kumar, S. Vasantha</creatorcontrib><creatorcontrib>Vanajakshi, Lelitha</creatorcontrib><collection>Springer Nature OA Free Journals</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>ABI/INFORM Collection</collection><collection>ABI/INFORM Global (PDF only)</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>ABI/INFORM Global (Alumni Edition)</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>ABI/INFORM Collection (Alumni Edition)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Business Premium Collection</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Business Premium Collection (Alumni)</collection><collection>ABI/INFORM Global (Corporate)</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Business Collection (Alumni Edition)</collection><collection>ProQuest Business Collection</collection><collection>ABI/INFORM Professional Advanced</collection><collection>ProQuest Engineering Collection</collection><collection>ABI/INFORM Global</collection><collection>Engineering Database</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Business</collection><collection>ProQuest One Business (Alumni)</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><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>European transport research review</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kumar, S. Vasantha</au><au>Vanajakshi, Lelitha</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Short-term traffic flow prediction using seasonal ARIMA model with limited input data</atitle><jtitle>European transport research review</jtitle><stitle>Eur. Transp. Res. Rev</stitle><date>2015-09-01</date><risdate>2015</risdate><volume>7</volume><issue>3</issue><spage>1</spage><epage>9</epage><pages>1-9</pages><artnum>21</artnum><issn>1867-0717</issn><eissn>1866-8887</eissn><abstract>Background
Accurate prediction of traffic flow is an integral component in most of the Intelligent Transportation Systems (ITS) applications. The data driven approach using Box-Jenkins Autoregressive Integrated Moving Average (ARIMA) models reported in most studies demands sound database for model building. Hence, the applicability of these models remains a question in places where the data availability could be an issue. The present study tries to overcome the above issue by proposing a prediction scheme using Seasonal ARIMA (SARIMA) model for short term prediction of traffic flow using only limited input data.
Method
A 3-lane arterial roadway in Chennai, India was selected as the study stretch and limited flow data from only three consecutive days was used for the model development using SARIMA. After necessary differencing to make the input time series a stationary one, the autocorrelation function (ACF) and partial autocorrelation function (PACF) were plotted to identify the suitable order of the SARIMA model. The model parameters were found using maximum likelihood method in R. The developed model was validated by performing 24 hrs. ahead forecast and the predicted flows were compared with the actual flow values. A comparison of the proposed model with historic average and naive method was also attempted. The effect of increase in sample size of input data on prediction results was studied. Short term prediction of traffic flow during morning and evening peak periods was also attempted using both historic and real time data.
Concluding remarks
The mean absolute percentage error (MAPE) between actual and predicted flow was found to be in the range of 4–10, which is acceptable in most of the ITS applications. The prediction scheme proposed in this study for traffic flow prediction could be considered in situations where database is a major constraint during model development using ARIMA.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s12544-015-0170-8</doi><tpages>9</tpages><oa>free_for_read</oa></addata></record> |
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subjects | Analysis Autocorrelation functions Automotive Engineering Civil Engineering Construction Data collection Engineering Historic Intelligent systems Intelligent transportation systems Mathematical models Maximum likelihood method Original Paper Peak periods Real time Regional/Spatial Science Roads & highways Statistical methods Studies Time series Traffic congestion Traffic flow Transportation Transportation planning |
title | Short-term traffic flow prediction using seasonal ARIMA model with limited input data |
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