BS ISO 23991:2022
$167.15
Irrigation applications of ductile iron pipelines. Product design and installation
Published By | Publication Date | Number of Pages |
BSI | 2022 | 40 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
7 | Foreword |
9 | 1 Scope 2 Normative references 3 Terms, definitions and abbreviated terms 3.1 Terms and definitions |
10 | 3.2 Abbreviated terms |
11 | 4 Piped network for irrigation applications 5 Technical requirements of DI pipeline components for irrigation applications 5.1 General 5.2 Material characteristics |
12 | 5.3 Pressure class and dimensions 5.3.1 Preferred pressure classes 5.3.2 Allowable pressures |
13 | 5.3.3 Diameter of socket and spigot pipes |
14 | 5.3.4 Length of Socket and spigot pipes |
15 | 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 |
16 | 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 |
17 | 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 |
18 | 7.4 Hydraulic design 7.4.1 Water demand |
19 | 7.4.2 Diameter selection and head loss calculation |
21 | 7.4.3 Flow velocity 7.5 Mechanical design 7.5.1 Pressure resistance 7.5.2 Deflection resistance |
22 | 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 |
23 | 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 |
25 | 8.2.5 Laying above ground |
26 | 8.2.6 Laying in slope 8.2.7 Laying in an open canal |
27 | 8.2.8 Trenchless laying |
28 | 8.3 Pipeline assembling 8.3.1 General 8.3.2 Advantages of flexible push-on joint in inconsistent or unstable ground |
29 | 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 |
30 | 9.4 Circular economy |
31 | Annex A (informative) Advantages of piped irrigation networks |
32 | Annex B (informative) Piped irrigation network planning |
35 | Annex C (informative) Efficiency factor |
36 | Annex D (informative) Push-in joints of DI pipes |
38 | Bibliography |