DIN EN ISO 4375-2015 Hydrometry - Cableway systems for stream gauging (ISO 4375 2014) German version EN ISO 4375 2014《水文测验 河流测量用索道系统(ISO 4375-2014) 德文版本EN ISO 4375-2014》.pdf

《DIN EN ISO 4375-2015 Hydrometry - Cableway systems for stream gauging (ISO 4375 2014) German version EN ISO 4375 2014《水文测验 河流测量用索道系统(ISO 4375-2014) 德文版本EN ISO 4375-2014》.pdf》由会员分享，可在线阅读，更多相关《DIN EN ISO 4375-2015 Hydrometry - Cableway systems for stream gauging (ISO 4375 2014) German version EN ISO 4375 2014《水文测验 河流测量用索道系统(ISO 4375-2014) 德文版本EN ISO 4375-2014》.pdf（29页珍藏版）》请在麦多课文档分享上搜索。

1、March 2015 Translation by DIN-Sprachendienst.English price group 14No part of this translation 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

2、17.120.20!%ARA“2304730www.din.deDDIN EN ISO 4375Hydrometry Cableway systems for stream gauging (ISO 4375:2014);English version EN ISO 4375:2014,English translation of DIN EN ISO 4375:2015-03Hydrometrie Seilkrananlagen fr Messungen in Fliegewssern (ISO 4375:2014);Englische Fassung EN ISO 4375:2014,En

3、glische bersetzung von DIN EN ISO 4375:2015-03Hydromtrie Systmes de suspension par cbles ariens pour le jaugeage en rivire (ISO 4375:2014);Version anglaise EN ISO 4375:2014,Traduction anglaise de DIN EN ISO 4375:2015-03SupersedesDIN EN ISO 4375:2004-06www.beuth.deDocument comprises 29 pagesIn case o

4、f doubt, the German-language original shall be considered authoritative.03.15 DIN EN ISO 4375:2015-03 2 A comma is used as the decimal marker. National foreword This document (EN ISO 4375:2014) has been prepared by Technical Committee ISO/TC 113 “Hydrometry” in collaboration with Technical Committee

5、 CEN/TC 318 “Hydrometry” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the DIN-Normenausschuss Wasserwesen (DIN Standards Committee Water Practice), Working Committee NA 119-06-10 AA Hydrometrie. In Europe, hydrometric cableway systems with suspended

6、 personnel carriage are also covered by “Directive 2000/9/EC of the European Parliament and of the Council of 20 March 2000 relating to cableway installations designed to carry persons”. In Germany, this Directive has been implemented as national legislation. Amendments This standard differs from DI

7、N EN ISO 4375: 2004-06 as follows: a) Clause 6 “Maintenance, examination and testing” has been revised; b) Annex A “Cableway characteristics” has been revised and supplemented; c) a new Annex B (informative) “Limiting main cable tension in bankside cableways” has been added; d) the standard has been

8、 editorially revised. Previous editions DIN EN ISO 4375: 2004-06 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 4375 November 2014 ICS 17.120.20 Supersedes EN ISO 4375:2004English Version Hydrometry - Cableway systems for stream gauging(ISO4375:2014) Hydromtrie - Systmes de suspension par

9、cbles ariens pour le jaugeage en rivire (ISO 4375:2014) Hydrometrie - Seilkrananlagen fr Messungen in Fliegewssern (ISO 4375:2014) This European Standard was approved by CEN on 20 September 2014. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions

10、 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 CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in t

11、hree 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-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards

12、bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia

13、, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2014 CEN All rights of exploitation in any form and by any means reserved wor

14、ldwide for CEN national Members. Ref. No. EN ISO 4375:2014 EContents PageForeword 31 Scope . 42 Normative references 43 Terms and definitions . 44 General description of a cableway system . 44.1 Elements of a cableway system 44.2 Cableway supports 44.3 Main track or main cable 64.4 Anchorage . 64.5

15、Tow cable for a bankside system . 64.6 Suspension cable . 64.7 Instrument carriage for a bankside system . 74.8 Personnel carriage . 74.9 Winch arrangements for a bankside system . 74.10 Winch arrangements for a personnel carriage . 74.11 Lightning protection. 75 Functional requirements of cableway

16、components . 75.1 Safety factors 75.2 Cableway supports 85.3 Selection of main cable or track . 95.4 Anchorage . 95.5 Backstays 95.6 Tow cable . 95.7 Carriages. 95.8 Winches 106 Maintenance, examination and testing 126.1 General examination . 126.2 Routine inspection 126.3 Static testing . 126.4 Lub

17、rication 136.5 Checking the sag . 13Annex A (informative) Cableway characteristics 14Annex B (informative) Limiting main cable tension in bankside cableways .25Bibliography .27DIN EN ISO 4375:2015-03 EN ISO 4375:2014 (E) 2 Foreword This document (EN ISO 4375:2014) has been prepared by Technical Comm

18、ittee ISO/TC 113 “Hydrometry” in collaboration with Technical Committee CEN/TC 318 “Hydrometry” the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by May 2015, a

19、nd conflicting national standards shall be withdrawn at the latest by May 2015. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This d

20、ocument supersedes EN ISO 4375:2004. According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugosl

21、av Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. Endorsement notice The text of ISO 4375:2014 has b

22、een approved by CEN as EN ISO 4375:2014 without any modification. DIN EN ISO 4375:2015-03 EN ISO 4375:2014 (E) 3 1 ScopeThis International Standard defines the requirements for equipment, anchorage, supports and accessories for cableway systems for use in stream gauging. Systems which are operated e

23、ither entirely from the river bank or from a suspended personnel carriage (also called a “cable car”) are discussed. This International Standard is only applicable to the cableway systems to be used for hydrometric measurements. Should the cableway installation be required to be certified as lifting

24、 equipment, other standards or regulations may apply. This International Standard does not concern methods for making a discharge measurement which are described in ISO 748.2 Normative referencesThe following documents, in whole or in part, are normatively referenced in this document and are indispe

25、nsable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.ISO 772, Hydrometry Vocabulary and symbolsISO 80000-4, Quantities and units Part 4: Mechanics3 Terms and definiti

26、onsFor the purposes of this document, the terms and definitions given in ISO 772, ISO 80000-4 and the following apply.3.1cablewire rope of simple or complex structure or wire cord, fixed or moving in a cableway system4 General description of a cableway system4.1 Elements of a cableway systemA cablew

27、ay system can be designed to be operated from the river bank (see Figures 1 and 2) or be designed to be operated from a suspended personnel carriage (see Figure 3). The general arrangement of the following elements are common to both systems:a) towers or cableway supports;b) track or main cable;c) a

28、nchorage;d) backstays;e) suspension cable.The main differences are: the carriage of a bankside system requires a tow cable; a bankside system requires a more complicated winch arrangement;DIN EN ISO 4375:2015-03 EN ISO 4375:2014 (E) 4 the personnel carriage has to provide a safe platform for the ope

29、rator; more stringent design requirements may apply to a system which employs a personnel carriage.Key1 backstay 7 distance measurement2 traversing cable return pulley 8 depth measurement3 track or main cable 9 cable drum4 traveller and/or instrument carriage10 footing5 current meter 11 ground level

30、6 sinker or sounding weightFigure 1 Cableway system Bankside operation, with loop-traversing cable and spooled sounding cableKey1 track or main cable 4 footing2 suspension cable 5 ground level3 tow cableFigure 2 Cableway system Bankside operation, with spooled tow cable and spooled sounding cableDIN

31、 EN ISO 4375:2015-03 EN ISO 4375:2014 (E) 5 Key1 tower 7 to anchorage2 suspension cable 8 stayline3 personnel carriage 9 footing4 track or main cable 10 anchorage5 current meter 11 ground level6 sounding weightFigure 3 Cableway system Suspended personnel carriage4.2 Cableway supportsThe cableway sup

32、ports, one on each bank, support the main cable span across the stream. They may also provide mountings for the winch and the pulleys (sheaves) carrying the tow and suspension cables.4.3 Main track or main cableThe track or main cable is designed to carry the whole suspended load. The track may be a

33、ttached directly to stayed cableway supports or be supported on saddles on the cableway supports and led directly to an anchorage.4.4 AnchorageAnchorages are required to carry the loads induced in the cableway and tower system. Depending upon the design of the system, they may be anchorage points fo

34、r track and backstays or guy-lines, tower foundations subject to compression or tower foundations subject to compression and moment.4.5 Tow cable for a bankside systemThe tow cable is required to move and position the instrument carriage. Generally the tow cable is arranged as an endless loop from t

35、he instrument carriage over guiding sheaves on the winch tower, round a driving pulley or drum, across to an idler pulley (sheave) on the tower on the opposite bank and back to the carriage (see Figure 1). An alternate arrangement uses a spooled tow cable with a single fixing point on the carriage.

36、This arrangement depends upon the equal and opposite force provided by the suspension cable (see Figure 2).4.6 Suspension cableThe suspension cable provides the means of raising and lowering sensing or sampling equipment in the stream. The free end of the cable is fitted with connectors to attach eq

37、uipment and sounding weights. The suspension cable is likely to contain an insulated conducting core to provide a signal path from suspended instruments.DIN EN ISO 4375:2015-03 EN ISO 4375:2014 (E) 6 4.7 Instrument carriage for a bankside systemThe instrument carriage is provided with one or more tr

38、ack wheels running on the main cable (track), a pulley to support the suspension cable and a point of attachment for the tow (traveller) cable.4.8 Personnel carriageThe carriage from which gauging observations are made, travels along the main cable. It is suspended from track wheels running on the m

39、ain cable. The carriage may be moved along the main cable manually or by a power unit. The carriage can be designed to be operated from either the standing or sitting position or both. A cableway employing a personnel carriage shall comply with the safety requirements for passenger cableways where s

40、uch standards exist specially for horizontal fixed cableways, in all aspects not covered by this International Standard.4.9 Winch arrangements for a bankside systemA double drum winch is one that provides both traversing and sounding functions within one piece of equipment. One drum controls the sus

41、pension cable, the other controls the movement of the carriage. The latter may be a spooling drum or take the form of a friction drive pulley driving an “endless” loop. Both drums may be driven simultaneously in traversing mode or, in sounding mode, the traversing drum may be locked to allow operati

42、on of the suspension cable drum only. This operation may also be carried out using two single drum winches. Measuring counters may be fitted to record horizontal and vertical cable movement.4.10 Winch arrangements for a personnel carriageA winch (sounding reel) is attached to the carriage (cable car

43、) to raise and lower the sounding weight. The winch is required to operate properly under the load of the sounding weight but both the winch and its mountings should be capable of accommodating the breaking load of the suspension cable with a factor of safety (FoS) of two. The winch may be hand oper

44、ated or power driven.4.11 Lightning protectionIn areas where electrical storms are considered a risk to cableway operators, provision shall be made to reduce the likelihood of injury from a lightning strike on the cableway system. In countries where lightning is infrequent and lightning protection n

45、ot considered necessary, work instructions should allow for abandonment of operations in the event of an electrical storm.5 Functional requirements of cableway components5.1 Safety factors5.1.1 GeneralFactors of safety shall be applied to ensure that the equipment is able to cope with normal working

46、 without failure and to protect the operator in case of abnormal but foreseeable incidents.The most likely risk of failure of properly maintained cableway systems lies with the possibility of the suspended equipment becoming caught up on a large floating object. Trees being carried down in a flood a

47、re the most likely source of this danger. The excess loading is applied to the system through the suspension cable. In a bankside system, the tension in this cable is equal to, and balanced by, the tension in the “return” side of the tow cable. In both bankside systems and systems with personnel carriages, the load in the suspension cable is also applied to the main cable (track) through the carriage.For both arrangements, the