IEC TS 62600-2:2016
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Marine energy - Wave, tidal and other water current converters - Part 2: Design requirements for marine energy systems
Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users
31-12-2021
English
10-08-2016
FOREWORD
INTRODUCTION
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
5 General considerations
6 External conditions
7 Loads and load effects
8 Materials
9 Design of primary structures for wave and
tidal/current energy converters
10 Electrical, mechanical, instrumentation and
control systems
11 Mooring and foundation considerations
12 Inspection requirements
13 Life cycle considerations
Annex A (normative) - Load definition and load
combinations
Annex B (normative) - Reliability issues
Annex C (normative) - Corrosion protection
Annex D (normative) - Operational and structural
resonance
Annex E (informative) - Requirements for a basis of
design
Annex F (informative) - Wave spectrum
Annex G (informative) - Shallow water hydrodynamics
and breaking waves
Annex H (informative) - Guidance on calculation of
hydrodynamic loads
Bibliography
IEC TS 62600-2:2016(E) provides the essential design requirements to ensure the engineering integrity of wave, tidal and other water current energy converters, referred to as marine energy converters (MECs), for a specified design life. Provides an appropriate level of protection against damage from all hazards that may lead to failure of the primary structure, defined as the collective system comprising the structural elements, foundation, mooring and anchors, piles, and device buoyancy designed to resist global loads. Includes requirements for subsystems of MECs such as control and protection mechanisms, internal electrical systems, mechanical systems and mooring systems as they pertain to the structural viability of the device under site-specific external environmental conditions. This document applies to wave, tidal and other water current converters and to structures that are either floating or fixed to the seafloor or shore. This document applies to structures that are unmanned during operational periods. This document addresses site-specific conditions, safety factors for critical structures and structural interfaces, external load cases, failure probability and failure consequences for critical structures and structural interfaces, and failsafe design practices.
Committee |
TC 114
|
DevelopmentNote |
Stability Date: 2018. (08/2016)
|
DocumentType |
Technical Specification
|
Pages |
101
|
PublisherName |
International Electrotechnical Committee
|
Status |
Superseded
|
SupersededBy |
Standards | Relationship |
NEN NVN IEC/TS 62600-2 : 2016 | Identical |
PD IEC/TS 62600-2:2016 | Identical |
PD IEC/TS 62600-102:2016 | Marine energy. Wave, tidal and other water current converters Wave energy converter power performance assessment at a second location using measured assessment data |
IEC TS 62600-102:2016 | Marine energy - Wave, tidal and other water current converters - Part 102: Wave energy converter power performance assessment at a second location using measured assessment data |
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API 2A WSD : 2014 | PLANNING, DESIGNING, AND CONSTRUCTING FIXED OFFSHORE PLATFORMS - WORKING STRESS DESIGN |
ISO 19900:2013 | Petroleum and natural gas industries General requirements for offshore structures |
ISO 11303:2002 | Corrosion of metals and alloys — Guidelines for selection of protection methods against atmospheric corrosion |
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IEC TS 62600-10:2015 | Marine energy - Wave, tidal and other water current converters - Part 10: Assessment of mooring system for marine energy converters (MECs) |
ISO 11306:1998 | Corrosion of metals and alloys — Guidelines for exposing and evaluating metals and alloys in surface sea water |
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IMO IF110 : 2014 SUPP 2016 | SOLAS CONSOLIDATED EDITION |
ASCE 7 05 : 2006 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
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GL IV-2-1 TO 13 : 2012 | INDUSTRIAL SERVICES - PART 2: OFFSHORE WIND ENERGY - CHAPTER 1-13: GUIDELINE FOR THE CERTIFICATION OF OFFSHORE WIND TURBINES |
ISO 1052:1982 | Steels for general engineering purposes |
API 2A : 1986 | RECOMMENDED PRACTICE FOR PLANNING, DESIGNING AND CONSTRUCTING FIXED OFFSHORE PLATFORMS |
ISO 10418:2003 | Petroleum and natural gas industries Offshore production installations Analysis, design, installation and testing of basic surface process safety systems |
ISO 19904-1:2006 | Petroleum and natural gas industries Floating offshore structures Part 1: Monohulls, semi-submersibles and spars |
ISO 19901-4:2016 | Petroleum and natural gas industries Specific requirements for offshore structures Part 4: Geotechnical and foundation design considerations |
ISO 19901-3:2014 | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 3: Topsides structure |
ISO 11403-2:2012 | Plastics — Acquisition and presentation of comparable multipoint data — Part 2: Thermal and processing properties |
IEC 60721-2-1:2013 | Classification of environmental conditions - Part 2-1: Environmental conditions appearing in nature - Temperature and humidity |
IMO IA811 : 2001 | MOBILE OFFSHORE DRILLING UNITS (MODU) CODE, CONSOLIDATED |
ISO 19902:2007 | Petroleum and natural gas industries Fixed steel offshore structures |
ISO 19906:2010 | Petroleum and natural gas industries Arctic offshore structures |
ISO 19499:2007 | Mechanical vibration Balancing Guidance on the use and application of balancing standards |
IEC TS 62600-201:2015 | Marine energy - Wave, tidal and other water current converters - Part 201: Tidal energy resource assessment and characterization |
IEC TS 62600-1:2011 | Marine energy - Wave, tidal and other water current converters - Part 1: Terminology |
IEC 61400-3:2009 | Wind turbines - Part 3: Design requirements for offshore wind turbines |
EN 12495:2000 | Cathodic protection for fixed steel offshore structures |
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ISO 9001:2015 | Quality management systems — Requirements |
ISO 14125:1998 | Fibre-reinforced plastic composites — Determination of flexural properties |
IEC 60092-301:1980 | Electrical installations in ships - Part 301: Equipment - Generators and motors |
ISO 9000:2015 | Quality management systems — Fundamentals and vocabulary |
EN 12696:2000 | Cathodic protection of steel in concrete |
EN 13173:2001 | Cathodic protection for steel offshore floating structures |
ISO 11403-1:2014 | Plastics Acquisition and presentation of comparable multipoint data Part 1: Mechanical properties |
ISO 14130:1997 | Fibre-reinforced plastic composites — Determination of apparent interlaminar shear strength by short-beam method |
ISO 19901-5:2016 | Petroleum and natural gas industries Specific requirements for offshore structures Part 5: Weight control during engineering and construction |
ISO 19901-1:2015 | Petroleum and natural gas industries Specific requirements for offshore structures Part 1: Metocean design and operating considerations |
ISO 14126:1999 | Fibre-reinforced plastic composites — Determination of compressive properties in the in-plane direction |
ISO 19905-1:2016 | Petroleum and natural gas industries — Site-specific assessment of mobile offshore units — Part 1: Jack-ups |
IEC 61400-1:2005+AMD1:2010 CSV | Wind turbines - Part 1: Design requirements |
IEC 62305-3:2010 | Protection against lightning - Part 3: Physical damage to structures and life hazard |
BS 6744(2001) : 2001 | STAINLESS STEEL BARS FOR THE REINFORCEMENT OF AND USE IN CONCRETE - REQUIREMENTS AND TEST METHODS |
ISO 527-1:2012 | Plastics Determination of tensile properties Part 1: General principles |
IMO I810 : 2010 | 2009 MODU CODE |
ISO 14129:1997 | Fibre-reinforced plastic composites — Determination of the in-plane shear stress/shear strain response, including the in-plane shear modulus and strength, by the plus or minus 45 degree tension test method |
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