DIN EN 15610-2009 Railway applications - Noise emission - Rail roughness measurement related to rolling noise generation English version of DIN EN 15610 2009-08《轨道交通 噪声排放 关于转动噪声产生的.pdf

《DIN EN 15610-2009 Railway applications - Noise emission - Rail roughness measurement related to rolling noise generation English version of DIN EN 15610 2009-08《轨道交通 噪声排放 关于转动噪声产生的.pdf》由会员分享，可在线阅读，更多相关《DIN EN 15610-2009 Railway applications - Noise emission - Rail roughness measurement related to rolling noise generation English version of DIN EN 15610 2009-08《轨道交通 噪声排放 关于转动噪声产生的.pdf（36页珍藏版）》请在麦多课文档分享上搜索。

1、August 2009DEUTSCHE NORM English price group 15No part of this standard may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 17.140.30; 93.100!$YER“

2、1543447www.din.deDDIN EN 15610Railway applications Noise emission Rail roughness measurement related to rolling noise generationEnglish version of DIN EN 15610:2009-08Bahnanwendungen Geruschemission Messung der Schienenrauheit im Hinblick auf die Entstehung von RollgeruschEnglische Fassung DIN EN 15

3、610:2009-08www.beuth.deDocument comprises pages36DIN EN 15610:2009-08 National foreword This standard has been prepared by Technical Committee CEN/TC 256 “Railway applications” (Secretariat: DIN, Germany), Working Group WG 3 “Noise emission”. The responsible German body involved in its preparation w

4、as the Normenausschuss Akustik, Lrmminderung und Schwingungstechnik im DIN und VDI (Acoustics, Noise Control and Vibration Engineering Standards Committee in DIN and VDI), Technical Committee NA 001-01-05 AA Geruschemissionsmessungen an Fahrzeugen einschlielich Messungen im Fahrgastraum und am Arbei

5、tsplatz, Subcommittee NA 001-01-05-01 UA Spurgebundene Fahrzeuge Kenngren. The method specified in this standard deals with the characterization of rail surfaces in conjunction with noise emission measurement of railway vehicles. The method is not suitable for monitoring the noise emission of tracks

6、 used for traffic purposes (e.g. the “Especially monitored track method”, BG). 2 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15610 May 2009 ICS 17.140.30; 93.100 English Version Railway applications - Noise emission - Rail roughness measurement related to rolling noise generation Applicatio

7、ns ferroviaires - Bruit lmission - Mesurage de la rugosit des rails relative la gnration du bruit de roulement Bahnanwendungen - Geruschemission - Messung der Schienenrauheit im Hinblick auf die Entstehung von Rollgerusch This European Standard was approved by CEN on 16 April 2009. CEN members are b

8、ound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the

9、 CEN Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same s

10、tatus as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Roma

11、nia, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reserved

12、worldwide for CEN national Members. Ref. No. EN 15610:2009: EEN 15610:2009 (E) 2 Contents Page Foreword 4 1 Scope 5 2 Normative references 5 3 Terms and definitions .6 4 Symbols 8 5 Measuring system requirements 8 5.1 General 8 5.2 Accuracy of the output signal 8 5.3 Dimensions of the probe .8 5.4 T

13、racking of the probe 9 5.5 Sampling interval .9 5.6 Record length .9 6 Data acquisition .9 6.1 General 9 6.2 Test section requirements 9 6.2.1 Track structure .9 6.2.2 Localized geometric features .9 6.3 Reference surface choice .9 6.4 Data sampling . 11 6.4.1 General . 11 6.4.2 Longitudinal samplin

14、g . 11 6.4.3 Lateral sampling . 11 6.5 Preparation of the rail head surface . 12 6.6 Acoustic roughness acquisition . 12 7 Data processing 12 7.1 Principle . 12 7.2 Spike removal technique . 12 7.3 Curvature processing . 13 7.4 Spectral analysis. 14 7.4.1 Method A: Fourier analysis 14 7.4.2 Method B

15、: digital filtering 15 7.5 Procedure for extending the wavelength range 15 7.6 Averaging process 15 8 Acceptance criteria . 15 9 Presentation of the data . 15 10 Report 16 Annex A (informative) Examples of rail defects 17 Annex B (informative) Example of program code to implement acoustic roughness

16、processing 19 B.1 Purpose 19 B.2 Conditions of use 19 B.3 List of Matlab program files . 19 B.4 Input data file requirements . 19 B.5 Processing options. 20 B.6 Spectral analysis. 20 B.7 1/3 octave reporting 20 B.8 Output 20 DIN EN 15610:2009-08 EN 15610:2009 (E) 3 B.9 Listing . 21 B.9.1 file RoughP

17、rocess.m . 21 B.9.2 21 B.9.3 file ruw_curve_rp.m . 27 B.9.4 file noct_rp.m . 28 Annex C (normative) Algorithm used to synthesize a one-third octave band spectrum from a corresponding narrow band spectrum . 31 Annex ZA (informative) Relationship between this European Standard and the Essential Requir

18、ements of EU Directive EU 2008/57/EC . 32 Bibliography 34 DIN EN 15610:2009-08 EN 15610:2009 (E) 4 Foreword This document (EN 15610:2009) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. This European Standard shall be given the sta

19、tus of a national standard, either by publication of an identical text or by endorsement, at the latest by November 2009, and conflicting national standards shall be withdrawn at the latest by November 2009. Attention is drawn to the possibility that some of the elements of this document may be the

20、subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EC Directi

21、ves 2001/16/EC, 96/48/EC and 2008/57/EC. For relationship with EC Directive(s), see informative Annex ZA, which is an integral part of this document. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this Europea

22、n Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Ki

23、ngdom. DIN EN 15610:2009-08 EN 15610:2009 (E) 5 1 Scope 1.1 This European Standard specifies a direct method for characterizing the surface roughness of the rail associated with rolling noise (“acoustic roughness“), in the form of a one-third octave band spectrum. This standard describes a method fo

24、r: a) selecting measuring positions; b) data acquisition; c) measurement data processing in order to estimate a set of one-third octave band roughness spectra; d) presentation of this estimate for comparison with limits of acoustic roughness; e) comparison with a given upper limit in terms of a one-

25、third octave band wavelength spectrum. 1.2 It is applicable to the: a) performance testing of reference track sections for the measurement, within a period of three months before or after roughness characterization, of noise emitted by railway vehicles for acceptance testing purposes; b) acceptance

26、of the rail surface condition only in the case where the result of the direct measurement of the acoustic roughness is regarded as an established acceptance criterion. 1.3 It is not applicable to the: a) measurement of rail roughness using an indirect method; b) measurement of combined wheel-rail ro

27、ughness; c) analysis of the effect of wheel-rail interaction, such as a “contact filter”; d) approval of rail reprofiling, including rail grinding operations, except for those where the acoustic roughness (and not the level of corrugation) is an established approval criterion; e) characterization of

28、 track geometry. Testing and approval of measuring apparatus are not part of the scope of this standard. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the

29、 latest edition of the referenced document (including any amendments) applies. EN 61260, Electroacoustics Octave-band and fractional-octave-band filters (IEC 61260:1995) EN ISO 266, Acoustics Preferred frequencies (ISO 266:1997) DIN EN 15610:2009-08 EN 15610:2009 (E) 6 3 Terms and definitions For th

30、e purposes of this document, the following terms and definitions apply. 3.1 acoustic roughness r(x) variation in the height of the rail running surface associated with rolling noise excitation expressed as a function of distance x along the rail 3.2 acoustic roughness spectrum )(r amplitude of the a

31、coustic roughness expressed as a function of the wavelength 3.3 acoustic roughness level Lrlevel expressed in decibels, given by the following equation: =202rrlog10RMSrL (1) where: Lris the acoustic roughness level in dB, rRMSis the root mean square roughness in m, r0is the reference roughness; r0=

32、1 m. NOTE This definition applies to values measured either in the form of a wavelength spectrum, or for a specific wavelength band. 3.4 corrugation periodic wear pattern of the rail running surface 3.5 direct roughness measurement method refers to an acoustic roughness measurement method for which

33、the transducer has to be applied directly to the rail surface so that the rail roughness is measured independently of the wheel running surface roughness and independently of any effect of wheel-rail interaction 3.6 indirect roughness measurement method refers to an acoustic roughness measurement me

34、thod that measures a quantity that is the result of wheel-rail interaction, such as noise, rail or axle box vibration, whereby the original excitation by the combined wheel and rail roughness is inferred 3.7 test section specific section of track associated with a particular set of measurements DIN

35、EN 15610:2009-08 EN 15610:2009 (E) 7 3.8 running band bright surface of the rail head that contains all the running positions of the wheel-rail contact, associated with current traffic 3.9 reference surface surface of the rail head, within the running band, that is chosen for the acoustic roughness

36、assessment 3.10 reference length dimension of the reference surface in the longitudinal rail direction 3.11 reference width wrefdimension of the reference surface across the rail Figure 1 shows an example of some of the defined terms: Key c running band d reference surface e partially conditioned su

37、rface Figure 1 Example showing defined parameters DIN EN 15610:2009-08 EN 15610:2009 (E) 8 4 Symbols C(x): circular curve of radius 0.375 m used for the acoustic roughness processing; dref: position, relative to the outer surface of the rail head, of the longitudinal axis of symmetry of the referenc

38、e surface; h: height of a spike; Lr: acoustic roughness level; r(x): acoustic roughness function; r(x): acoustic roughness function processed with the spike removal and curvature algorithm; w: width of a spike; wref: width of the reference surface; x: variable of the distance along the rail; xi: par

39、ticular position along the rail; z: mean value of height over a given interval; )(r : discrete Fourier Transform of r(x); : wavelength. 5 Measuring system requirements 5.1 General Regardless of the fact that this European Standard does not specify any measuring system evaluation or approval, the req

40、uirements of the measuring system are defined. This is done solely in terms of output data and parameters relevant to the output data. The following measuring system requirements apply. 5.2 Accuracy of the output signal The measuring system shall be capable of making valid measurements in the wavele

41、ngth range and at the relevant acoustic roughness levels for the test site being characterized. However, where it is required simply to show that the estimated acoustic roughness does not exceed a given upper limit, the measuring system shall effect valid measurements for one-third octave band acous

42、tic roughness levels equal to or greater than this limit. This case applies particularly for test section approval. 5.3 Dimensions of the probe If a contact probe is used, the probe tip shall be spherical and its radius shall not exceed 7 mm. In the case of a non-contacting sensor, its effective wid

43、th shall be less than the sampling interval. DIN EN 15610:2009-08 EN 15610:2009 (E) 9 5.4 Tracking of the probe The measuring system probe shall follow a line on the rail head parallel to the field (outer) face of the rail head, with a tolerance of 1 mm. 5.5 Sampling interval The measuring system sh

44、all provide data with a sampling interval less than or equal to 1 mm. 5.6 Record length The system shall provide records of length 1 m. 6 Data acquisition 6.1 General The aim of the data acquisition procedure is to obtain digitized records of the acoustic roughness of the two rails in the test secti

45、on measured at a sufficiently high sampling rate per unit of length of rail, and with a record length sufficient to derive from it the acoustic roughness spectrum. Record lengths of at least 1 m are required to estimate the acoustic roughness spectrum covering the wavelength range up to the 0,25 m o

46、ne-third octave band. NOTE To attain wavelengths greater than 0,25 m, records longer than those specified in this subclause should be obtained. 6.2 Test section requirements 6.2.1 Track structure The track structure shall be constant along the test section, at least in terms of the following paramet

47、ers: rail cross-section, rail inclination and rail supporting structure. In the case of a ballasted track, the rail supporting structure parameters are: the rail pad type, the rail fasteners, the sleeper type, the sleeper spacing and the ballast. NOTE If the track structure changes, separate test se

48、ctions should be defined and the acoustic roughness of each should be assessed and presented. 6.2.2 Localized geometric features From the strict point of view of acoustic roughness data acquisition, there is no specific requirement for the test section. However, the rail along the test section may c

49、ontain localized geometrical features (e.g.: rail defects, wheel burns, etc.), that should not be included in the assessment of the acoustic roughness related to the generation of rolling noise. NOTE The localized rail defects are not significant in the assessment of the acoustic roughness related to the rolling noise component. 6.3 Reference surface choice 6.3.1 General The acoustic roughness of the test section shall be assessed over a reference surface. The