{"id":293550,"date":"2024-10-19T19:56:46","date_gmt":"2024-10-19T19:56:46","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-iso-43752014\/"},"modified":"2024-10-25T17:08:00","modified_gmt":"2024-10-25T17:08:00","slug":"bs-en-iso-43752014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-iso-43752014\/","title":{"rendered":"BS EN ISO 4375:2014"},"content":{"rendered":"
This International Standard defines the requirements for equipment, anchorage, supports and accessories for cableway systems for use in stream gauging. Systems which are operated either entirely from the river bank or from a suspended personnel carriage (also called a \u201ccable car\u201d) 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 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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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4<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Section sec_1 Section sec_2 Section sec_3 Section sec_3.1 Section sec_4 Section sec_4.1 1\tScope 2\tNormative references 3\tTerms and definitions 4\tGeneral description of a cableway system 4.1\tElements of a cableway system <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Table tab_a Figure fig_1 Table tab_b Figure fig_2 <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Table tab_c Figure fig_3 Section sec_4.2 Section sec_4.3 Section sec_4.4 Section sec_4.5 Section sec_4.6 4.2\tCableway supports 4.3\tMain track or main cable 4.4\tAnchorage 4.5\tTow cable for a bankside system 4.6\tSuspension cable <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Section sec_4.7 Section sec_4.8 Section sec_4.9 Section sec_4.10 Section sec_4.11 Section sec_5 Section sec_5.1 Section sec_5.1.1 4.7\tInstrument carriage for a bankside system 4.8\tPersonnel carriage 4.9\tWinch arrangements for a bankside system 4.10\tWinch arrangements for a personnel carriage 4.11\tLightning protection 5\tFunctional requirements of cableway components 5.1\tSafety factors <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Section sec_5.1.2 Section sec_5.1.3 Section sec_5.1.4 Section sec_5.1.5 Section sec_5.2 Section sec_5.2.1 Section sec_5.2.2 Section sec_5.2.3 Section sec_5.2.4 5.2\tCableway supports <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Section sec_5.2.5 Section sec_5.3 Section sec_5.4 Section sec_5.4.1 Section sec_5.4.2 Section sec_5.5 Section sec_5.6 Section sec_5.7 Section sec_5.7.1 Section sec_5.7.1.1 Section sec_5.7.1.2 Section sec_5.7.1.3 Section sec_5.7.1.4 5.3\tSelection of main cable or track 5.4\tAnchorage 5.5\tBackstays 5.6\tTow cable 5.7\tCarriages <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Section sec_5.7.2 Section sec_5.7.2.1 Section sec_5.7.2.2 Section sec_5.8 Section sec_5.8.1 Section sec_5.8.1.1 Section sec_5.8.1.2 Section sec_5.8.1.3 Section sec_5.8.1.4 Section sec_5.8.1.5 Section sec_5.8.1.6 5.8\tWinches <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Section sec_5.8.1.7 Section sec_5.8.2 Section sec_5.8.2.1 Section sec_5.8.2.2 Section sec_5.8.2.3 Section sec_5.8.2.4 Section sec_5.8.2.5 Section sec_5.8.3 Section sec_5.8.3.1 Section sec_5.8.3.2 <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Section sec_6 Section sec_6.1 Section sec_6.2 Section sec_6.2.1 Section sec_6.2.1.1 Section sec_6.2.1.2 Section sec_6.2.2 Section sec_6.3 Section sec_6.3.1 6\tMaintenance, examination and testing 6.1\tGeneral examination 6.2\tRoutine inspection 6.3\tStatic testing <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Section sec_6.3.2 Section sec_6.4 Section sec_6.5 6.4\tLubrication 6.5\tChecking the sag <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Annex sec_A Annex sec_A.1 Annex sec_A.2 Annex\u00a0A \n(informative)<\/p>\n Cableway characteristics <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Table tab_f Figure fig_A.1 Table tab_A.1 <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Table tab_A.2 Annex sec_A.3 Annex sec_A.4 Annex sec_A.5 Annex sec_A.5.1 Annex sec_A.5.2 <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Figure fig_A.2 Figure fig_A.3 Figure fig_A.4 <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Table tab_A.3 <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Table tab_A.4 <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Table tab_A.5 <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Annex sec_B Annex sec_B.1 Annex sec_B.2 Annex sec_B.3 Annex\u00a0B \n(informative)<\/p>\n Limiting main cable tension in bankside cableways <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Annex sec_B.4 Annex sec_B.4.1 Annex sec_B.4.2 Annex sec_B.4.3 Annex sec_B.4.4 Annex sec_B.5 <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Reference ref_1 Reference ref_2 Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Hydrometry. Cableway systems for stream gauging<\/b><\/p>\n |