SAE J 2372-1999 Field Test Analysis Information Report《现场测试分析信息报告》.pdf
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1、SAE Technical Standards Board Rules provide that: “This report is published by SAE to advance the state of technical and engineering sciences. The use of this report is entirelyvoluntary, and its applicability and suitability for any particular use, including any patent infringement arising therefro
2、m, is the sole responsibility of the user.”SAE reviews each technical report at least every five years at which time it may be reaffirmed, revised, or cancelled. SAE invites your written comments and suggestions.TO PLACE A DOCUMENT ORDER; (724) 776-4970 FAX: (724) 776-0790SAE WEB ADDRESS http:/www.s
3、ae.orgCopyright 2000 Society of Automotive Engineers, Inc.All rights reserved. Printed in U.S.A.SURFACEVEHICLE400 Commonwealth Drive, Warrendale, PA 15096-0001INFORMATIONREPORTJ2372ISSUEDDEC1999Issued 1999-12Field Test Analysis Information ReportForewordThis SAE Information Report describes results
4、of testing of the SAE J1746 ISP-Vehicle Standard.Testing was performed by the Oak Ridge National Laboratory (ORNL) and its contractors, resulting in a documentfrom which this Information Report has been extracted. Location referencing Standards enable the location of anevent or thing to be communica
5、ted from one component of an ITS system to another component in anunambiguous and mutually understandable way. The SAE J1746 ISP-Vehicle Standard was designed for thecommunication of spatial data references between central sites and mobile vehicles on roads. The ORNL testingprogram determined and ch
6、aracterized the ability of the J1746 standard to transfer information between variouscombinations of commonly available public and private sector databases, and makes conclusions andrecommendations concerning error sources in unsuccessful transfers.Testing was performed by the Oak Ridge National Lab
7、oratory and its contractors and reported in the document“Location Referencing Message Specification Test Report, Version 1.01, September 23, 1998, R. Haas, J. Lau, C.Goodwin, and S. Gordon,” for a project sponsored by the U.S. Federal Highway Administration (FHWA). Testswere performed by computer an
8、alysis and corroborated by field tests with a mobile vehicle. TABLE OF CONTENTS1. Scope . 42. References . 42.1 Applicable Documents 42.2 Related Publications. 43. Definitions. 64. Executive Summary 85. Overview 95.1 Overview of Test Results 96. Introduction to the LRMS and LRMS Testing. 106.1 LRMS
9、Overview 116.2 Testing Overview 116.3 Factors that Influence the Effectiveness of an LRMS Profile . 116.4 Test Data 196.5 LRMS Profile Testing 21SAE J2372 Issued DEC1999-2-7. The Cross-Streets Profile .227.1 Description of the Cross-Streets Profile227.2 Using the Cross-Streets Profile 237.3 Failure
10、Modes when Using the Cross-Streets Profile .247.4 The Cross-Streets Profile Testing Protocol.257.5 Preliminary Testing .287.6 Phase I Testing.317.7 Phase II Testing347.8 Summary of Results .34Appendix A Cross-streets Profile Test Results 37A.1 Preliminary Testing - The Data Used in the Cross-Streets
11、 Profile37A.2 Phase I Testing - Using Cross-Streets to Transmit Location References.49A.3 Phase II Testing - Using Coordinates and Cross-Streets to Transmit Location References 58A.4 Introduction .65A.5 The Cross-Streets Profile - Description 65A.6 XSP Problem Scenarios .69A.7 Definitions and Evalua
12、tion Metrics70A.8 Experimental Procedure and Analytical Results.71A.9 Discussion of Results .76A.10 Conclusions and Recommendations 78Appendix B Cross-streets Profile Phase II Test Results - VITAL.79B.1 Introduction .79B.2 Test Dimensions .79B.3 Experimental Design.81B.4 Accuracy of Source Coordinat
13、e Transfer85B.5 Fan-Out.86B.6 Results86B.7 Conclusions 88TABLE OF FIGURESFigure 1 Example Topological Discrepancies.12Figure 2 Example Topological Ambiguities.13Figure 3 Example Coordinate Discrepancies14Figure 4 Example Street Naming Discrepancies 14Figure 5 Example Cross-Streets Ambiguities .15Fig
14、ure 6 Example Coverage Differences 17Figure 7 Example of Differences in Level of Detail .18Figure 8 The Cross Streets Profile22Figure 9 Typical Usage of the Cross-Streets Profile.27Figure A1 The Test Data Set SB-A .38Figure A2 The Test Data Set SF-D .38Figure A3 Area Defined as Santa Barbara City Da
15、ta 39Figure A4 The Cross Streets Profile in a Nutshell.65Figure A5 Topological Error Situation .69Figure A6 Multiple-Intersection Ambiguities 70Figure A7 Processing of Field Test Measurements 72Figure B1 Downtown Santa Barbara.82Figure B2 Name Processing and Coordinate Fallback .85SAE J2372 Issued D
16、EC1999-3-TABLE OF TABLESTable 1 Failure Modes When Transmitting Location Reference Information.12Table 2 Occurrence Frequency of Topological Ambiguities 13Table 3 Occurrence Frequency of Cross-Streets Ambiguities.15Table 4 Data Issues that Impact LRMS Profile Effectiveness16Table 5 Differences in Le
17、vel of Completeness 18Table 6 Other Factors that Influence Profile Effectiveness19Table 7 Data Set Code Names19Table 8 Types of Test Points for LRMS Profile Testing.20Table 9 Possible Sampling and Weighting Techniques for Commercial Data Set Test Points .20Table 10 Some Methodologies for Using the C
18、ross-Streets Profile to Identify a Link .23Table 11 Some Techniques for Modifying Link Matching Methodologies23Table 12 Alternate Uses of the Cross-streets Profile.24Table 13 Failure Modes for Identifying Links Using the Cross-streets Profiles24Table 14 Failure Modes Using Offsets in the Cross-stree
19、ts Profile .25Table A1 Blank Street Names in the Santa Barbara County Data Sets.39Table A2 Types of Nodes.41Table A3 Types of Cross-Street References for Nodes.41Table A4 Types of Cross-Street References for Links.42Table A5 Links with Blank Street Names .43Table A6 Methods of Street Name Normalizat
20、ion Used in the LRMS Testing.43Table A7 Some Translations Used for Commonly Occurring Words .44Table A8 Street Name Matching Using Different Methods of Street Name Normalization 45Table A9 Reasons Why Method 3 Normalized Street Names Do Not Match 46Table A10 Distance Between Nearest Nodes in Test Da
21、ta Sets .47Table A11 Distance Between Matching Nodes in Test Data Sets .48Table A12 Comparison of Cross-Streets Matching Nodes and Closest Nodes .49Table A13 Summary of Test Methods50Table A14 Cross-Street Node Matching, Test Method 1 .50Table A15 Cross-Street Node Matching, Test Method 2 .51Table A
22、16 Cross-Street Link Matching, Test Method 1 .52Table A17 Cross-Street Link Matching for Links with Mixed Results; Test Method 153Table A18 Links That Match to Multiple Links, Test Method 1.54Table A19 Cross-Streets Link Matching, Test Method 1, Street Name Normalization 154Table A20 Cross-Streets L
23、ink Matching, Test Method 1, Street Name Normalization 555Table A21 Cross-Streets Link Matching, Test Method 1, Weighted by Link Length 56Table A22 Cross-Streets Link Matching, Test Method 1, Restricted to Primary Roadways 57Table A23 Cross-Streets Link Matching, Test Method 1, Restricted to Seconda
24、ry Roadways58Table A24 Cross-Streets Link Matching, Test Method 1, Corrected for Valence 2 Nodes 60Table A25 Cross-Streets Link Matching, Test Method 1, Corrected for Valence 2 Nodes and Dead-End Links.61Table A26 Node Point Chart for Advanced Cross-Streets Profile Matching 62Table A27 Link Point Ch
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