{"id":401770,"date":"2024-10-20T04:57:58","date_gmt":"2024-10-20T04:57:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-239912022\/"},"modified":"2024-10-26T08:47:46","modified_gmt":"2024-10-26T08:47:46","slug":"bs-iso-239912022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-239912022\/","title":{"rendered":"BS ISO 23991:2022"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references 3 Terms, definitions and abbreviated terms 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3.2 Abbreviated terms <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4 Piped network for irrigation applications 5 Technical requirements of DI pipeline components for irrigation applications 5.1 General 5.2 Material characteristics <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 5.3 Pressure class and dimensions 5.3.1 Preferred pressure classes 5.3.2 Allowable pressures <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.3.3 Diameter of socket and spigot pipes <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.3.4 Length of Socket and spigot pipes <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 5.3.5 Dimensions of flanged pipes and fittings 5.4 Coating and lining for pipes 5.4.1 General 5.4.2 External coatings 5.4.3 Internal linings <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.5 Coatings and linings for fittings and accessories 5.6 Abrasion resistance of lining 5.7 Marking 5.8 Joints and leak tightness requirements 5.8.1 Flexible joints 5.8.2 Restrained joints <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 6 Valves, irrigation hydrant, water meter 7 Designing factors of DI pipeline components for irrigation applications 7.1 General 7.2 Pipe layout 7.3 PIN classification <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 7.4 Hydraulic design 7.4.1 Water demand <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 7.4.2 Diameter selection and head loss calculation <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 7.4.3 Flow velocity 7.5 Mechanical design 7.5.1 Pressure resistance 7.5.2 Deflection resistance <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 7.6 Protection against soil corrosiveness 7.6.1 General 7.6.2 Metallic zinc-based coatings 7.6.3 Alternative coatings 7.7 Protection against water aggressiveness 7.7.1 General 7.7.2 Cement lining <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 8 Laying DI pipeline components for irrigation applications 8.1 laying calculations 8.2 laying operations 8.2.1 General 8.2.2 Layout 8.2.3 Handling 8.2.4 Laying in trench <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 8.2.5 Laying above ground <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 8.2.6 Laying in slope 8.2.7 Laying in an open canal <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 8.2.8 Trenchless laying <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 8.3 Pipeline assembling 8.3.1 General 8.3.2 Advantages of flexible push-on joint in inconsistent or unstable ground <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 9 Operation and total cost of ownership of a PIN 9.1 Operation and maintenance 9.2 Life cycle cost analysis 9.3 Key parameters for life cycle cost <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 9.4 Circular economy <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Annex A (informative) Advantages of piped irrigation networks <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Annex B (informative) Piped irrigation network planning <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Annex C (informative) Efficiency factor <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Annex D (informative) Push-in joints of DI pipes <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Irrigation applications of ductile iron pipelines. Product design and installation<\/b><\/p>\n |