Shopping Cart

No products in the cart.

BS EN 1594:2024 – TC

$280.87

Tracked Changes. Gas infrastructure. Pipelines for maximum operating pressure over 16 bar. Functional requirements

Published By Publication Date Number of Pages
BSI 2024 193
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

This document describes the functional requirements for pipelines for maximum operating pressure over 16 bar. This document also describes the mechanical requirements for pipework in stations with a maximum operating pressure greater than 16 bar. NOTE 1 Welding requirements are described in EN 12732. Functional requirements for stations are given in EN 1776, EN 1918-5, EN 12186, and EN 12583. This document is applicable for transporting gas via onshore high-pressure steel pipeline infrastructures, where the following applies: – onshore: – from the point where the pipeline first crosses what is normally accepted as battery limit between onshore and offshore, and that is not located within commercial or industrial premises as an integral part of the industrial process on these premises except for any pipelines and facilities supplying such premises; – pipeline system with a starting point onshore, also when parts of the pipeline system on the mainland subsequently cross fjords, lakes, etc. – high pressure: gas with a maximum operating pressure over 16 bar and a design temperature between −40 °C and 120 °C. – steel pipeline infrastructure: infrastructure consisting of pipeline components, such as pipes, valves, couplings and other equipment, restricted to components made of unalloyed or low alloyed carbon steel and joined by welds, flanges or mechanical couplings. – gas: non-corrosive natural gas, biomethane gas, hydrogen gas and mixtures of these gases where technical evaluation has ensured that operating conditions or constituents or properties of the gas do not affect the safe operation of the pipeline. Gas infrastructures covered by this document begin after the gas producer’s metering station. NOTE 2 The functional demarcation of the pipeline system is usually directly after an isolating valve of the installation, but can differ in particular situations. The functional demarcation of the pipeline system is usually located on an isolating valve of the installation, but can differ in particular situations. A schematic representation of pipelines for gas infrastructure is given in Figure 1. This document can also be applied to the repurposing of existing pipelines. [Figure 1 – Schematic representation of pipelines for gas supply over 16 bar] This document specifies common basic principles for gas infrastructure. Users of this standard are expected to be aware that more detailed national standards and/or code of practice can exist in the CEN member countries. This document is intended to be applied in association with these national standards and/or codes of practice setting out the above-mentioned basic principles. In the event of conflicts in terms of more restrictive requirements in national legislation/regulation with the requirements of this standard, the national legislation/regulation takes precedence as illustrated in CEN/TR 13737. CEN/TR 13737 gives: – clarification of all legislations/regulations applicable in a member state; – if appropriate, more restrictive national requirements; – a national contact point for the latest information.

PDF Catalog

PDF Pages PDF Title
122 undefined
131 1 Scope
133 2 Normative references
135 3 Terms and definitions
140 4 Quality and management systems
141 5 Safety and the environment
5.1 General
5.2 Appropriate safety measures
142 5.3 Routing considerations
5.3.1 General
5.3.2 Surveys
5.3.3 Environmental impact
143 5.3.4 Ground conditions
5.4 Line valve spacing
6 Pressure safety
6.1 Pressure levels
144 6.2 Normal operation
6.3 Requirements for installation of pressure safety devices
145 6.4 Pipeline with DP equal to or less than 40 bar and hoop stress ≤ 0,45 Rt0,5
6.5 Pipeline with DP equal to or less than 24 bar and hoop stress ≤ 0,30 Rt0,5
7 Design
7.1 General
7.1.1 Design principles
7.1.2 Basis of design
7.1.2.1 Pipeline
146 7.1.2.2 Pipeline sections
7.2 Wall thickness determination
7.2.1 Straight pipe
147 7.2.2 Bends and elbows
7.3 Additional design requirements
7.3.1 Forces
148 7.3.2 Soil engineering data required
7.3.3 Structural models for pipeline sections
149 7.4 Analysis of stress and strain
7.4.1 Elastic and extended elastic design
7.4.1.1 General
7.4.1.2 Resultant stress
7.4.1.3 Allowable resultant stress
150 7.4.2 Limit state design
7.4.2.1 General
7.4.2.2 Relevant limit states
151 7.5 Design report
152 7.6 Land management and geotechnical studies
7.7 Depth of cover
7.8 Casing pipes
153 7.9 Station design
7.9.1 Layout
154 7.9.2 Components
7.9.3 Interaction with onshore pipeline section
155 7.9.4 Station pipework
7.10 Pipeline components
7.11 Pigging suitability
7.12 Arrangements for venting, recompression and flaring
156 7.13 Corrosion protection
7.13.1 General
7.13.2 External coating
7.13.2.1 External coating for above-ground pipeline sections
7.13.2.2 External coating for buried pipeline sections
157 7.13.3 Cathodic protection
7.13.3.1 Basic requirement
7.13.3.2 Electrical interference
7.13.3.3 Insulation joints
7.13.3.4 Commissioning
7.14 Grid connections
158 8 Materials and components
8.1 General
8.1.1 Base material
8.1.2 Manufacturing requirements
8.1.3 Manufacturing procedure
8.1.4 Weldability
8.1.4.1 General
8.1.4.2 Pipe
8.1.4.3 Other pipeline components
159 8.1.5 Mechanical properties
8.1.5.1 Impact energy
8.1.5.2 Impact test temperature
8.1.5.3 Tensile properties
160 8.1.5.4 Hardness of welds
8.1.5.5 Properties after forming and heat treatment
8.1.6 Inspection documents
8.1.6.1 Manufacturing under a comprehensive quality system
8.1.6.2 Manufacturing not under a comprehensive quality system
8.1.6.3 Small components
8.1.7 Other steel types or grades
8.1.8 Records
8.2 Pipes
161 8.3 Fittings
8.3.1 General
8.3.2 Manufacturing
8.4 Flanged connections
8.5 Insulating connections
8.5.1 Type test
8.5.2 Strength test
162 8.5.3 Electrical test
8.5.4 External tightness test
8.6 Valves
8.7 External and internal coatings
8.8 Welding end preparation
9 Construction
9.1 General
9.2 Execution of work
9.2.1 General
9.2.2 Marking out the site
163 9.2.3 Initial site inspections
9.2.4 Working strip
9.2.5 Separation of topsoil
9.2.6 Trenches
164 9.2.7 Crossing and proximity of buried structures (cables and pipes)
9.2.8 Handling and stringing
165 9.2.9 Bends
9.2.9.1 Elastic bends
9.2.9.2 Field bends
9.2.10 Welding and weld examination
9.2.11 External coating
9.2.11.1 General
166 9.2.11.2 Surface preparation, application conditions
9.2.11.3 Coating welded joints and uncoated parts of pipes
9.2.11.4 Repairing the coating
9.2.11.5 Coating valves, fittings and cable-to-pipe connections
167 9.2.11.6 Inspections
9.2.11.7 Mechanical protection
9.2.11.8 Rocky ground
168 9.2.11.9 Trenchless
9.2.12 Lowering into the trench
9.2.13 Ballasting and anchoring
9.2.14 Tie-ins
9.2.15 Backfill
169 9.2.16 Reinstatement
9.2.17 Markings
9.2.18 Final site inspection with owners and users
9.3 Special crossings
9.3.1 General
9.3.2 Open-trench road or path crossings
170 9.3.3 Trenchless crossings
173 9.3.4 Requirements for casings
9.3.5 Open trench major water crossings
9.3.6 Horizontal directional drilling
174 9.4 Cleaning
9.5 Testing
9.5.1 General
175 9.5.2 Test preparation
9.5.3 Strength test
9.5.4 Tightness test
176 9.5.5 Pre-testing
9.5.6 Dewatering
9.5.7 Golden welds
9.6 Acceptance
9.6.1 As-built documents
9.6.2 Pre-commissioning
177 9.6.3 Handover and documentation
10 Operation and maintenance
10.1 General
10.1.1 Policy
10.1.2 Safety and environment
10.2 Organization
178 10.3 Operating and maintenance instructions
179 10.4 Emergency plan
10.5 Records and documentation
10.6 Commissioning
180 10.7 Decommissioning
10.8 Recommissioning
10.9 Maintenance, modification, and repair
10.9.1 General
10.9.2 Pipeline surveillance, inspection and monitoring
181 10.9.3 Execution of repairs and modifications
10.9.4 Work involving cutting of the pipeline
10.9.5 Work on in-service pipelines
182 10.9.6 Repairs after emergency
10.9.7 Other and special maintenance activities
183 10.10 Introduction of hydrogen in existing natural gas pipelines
10.11 Abandonment and removal
184 Annex A (normative)Requirements for fracture arrest of line pipe
A.1 General
185 A.2 CVN impact test
187 A.3 Drop weight tear test
A.4 Test pieces, method, and frequency for CVN and DWT tests
188 Annex B (informative)Hydrogen gas pipelines
B.1 General
B.2 New pipelines
B.3 Existing pipelines
189 B.4 Other considerations
BS EN 1594:2024 - TC
$280.87