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An Electronic Surveillance and Control System for the Management of Traffic on the Borman Expressway: Part II - Calibrating a Simulation Model : Final Report PDF

36 Pages·1996·0.56 MB·English
by  WangMu-Han
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Preview An Electronic Surveillance and Control System for the Management of Traffic on the Borman Expressway: Part II - Calibrating a Simulation Model : Final Report

SCHOOL OF ENGINEERING CIVIL INDIANA DEPARTMENT OF TRANSPORTATION JOINT HIGHWAY RESEARCH PROJECT FHWA/IN/JHRP-95/7 Final Report AN ELECTRONIC SURVEILLANCE AND CONTROL SYSTEM FOR TRAFFIC MANAGEMENT ON THE BORMAN — EXPRESSWAY Part II Calibrating a Simulation Model Mu-Han Wang and Michael Cassidy f^2s UNIVERSITY Final Report An Electronic Surveillance and Control System for Traffic Management on the Borman Expressway Part II Calibrating a Simulation Model FHWA/IN/JHRP 95-7 by Mu-Han Wang and Michael Cassidy Joint Highway Research Project Project No.: C-36-75A File No.: 8-9-1 Prepared for an Investigation Conducted by Joint Highway Research Project Purdue University in cooperation with the Indiana Department of Transportation Purdue University West Lafayette, Indiana 47906 November 20, 1995 The contents of this report reflect the views of the author who is responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the Federal Highway Administration and the Indiana Department of Transportation. This report does not constitute a standard, specification or regulation. Digitized by tine Internet Arciiive in 2011 with funding from LYRASIS members and Sloan Foundation; Indiana Department of Transportation http://www.archive.org/details/electronicsurveiOOwang TECHNICALREPORTSTANDARDTITLEPAGE 1. ReportNo, 2. GovernmentAccessionNo. 3.Recipient'sCatalogNo. FHWA/IN/JHRP-95/7 4.TiUeandSubUtle 5. ReportDate November20, 1995 AnElectronicSurveillanceandControlSystemforTrafficManagementontheBormanExpressway 6. PerformingOrganizatioDCode 7.Authoits) 8. PerformingOrganization ReportNo. Mu-HanWangandMichaelCassidy FHWA/IN/JHRP-95/7 9. PerformingOrganizationNameandAddress 10.Wori£UnitNo. JointHigjiwayResearchProject CivilEngineeringBuilding PurdueUniversity 11. ContractorGrantNo. WestLafayette.Indiana 47907-1284 12. SponsoringAgencyNameandAddress 13. TypeofReportandPeriodCovered FinalReport IndianaDepartmentofTransportation July 1, 1991throughDecember31, 1994 IndianaGovernmentCenterNorth 100NorthSenateAvenue Indianapolis,IN46204 14. SponsoringAgencyCode 15. SupplementaryNotes ConductedincooperationwiththeU.S.DepartmentofTransportation,FederalHighwayAdministration. 16. Abstract ThepurposeofthisprojectwastocahbrateafreewaysimulationmodeltoemulatetrafficoperatingconditionsontheBorman Expressway inNorthwest hidiana. ToreplicateBormanoperatingconditions, theproject adoptedIntegratedTraffic Simulation (INIKAS), amicroscopic, stochasticfreewaysimulationmodel. Appropriate inputdataweredevelopedon geometnc, traffic anddnverbehaviorinformation,basedonphysicalmeasurementsandotheravailabledata. Themodel wascalibratedand statisticalanalysiswereconductedtovahdatetheaccuracyoftheresults. 17. Keywords 18. DistributionStatement freeway,trafficsimulation,BormanExpressway,calibration Norestrictions. ThisdocumentisavailabletothepubhcthroughtheNational TechnicalInformationService,Virginia,22161 19. SecurityClassif.(ofthisreport) 20. SecurityClassif.(ofthispage) 21.No.of Pages 22. Price e Unclassified Unclassified 16 FormDOTF1700.7(8-69) ACKNOWLEDGEMENTS Theauthors ofthis workgratefully acknowledge theassistance ofpersonnel at the Indiana Department of Transportation. In particular, we thank Messrs. Dan Shauno and Troy Boyd, INDOT Laporte District. TABLE OF CONTENTS LIST OF TABLES iii LIST OF FIGURES iv L INTRODUCTION 1 1.1. Research Objective 1.2. Research Scope 1.3. Report Overview 2. THE INTRAS MODEL 4 2.1. Model Features 2.2. Model Requirements EMPIRICAL DATA 3. 6 3.1. Traffic Data Collection 3.2. Collection of Geometric Information INTRAS SIMULATION 4. 8 4.1. Coding the INTRAS Model 4.2. Sensitivity Parameters 4.3. Model Calibration CONCLUSIONS & DISCUSSION 5. 16 u

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