{"id":379812,"date":"2024-10-20T03:04:07","date_gmt":"2024-10-20T03:04:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-iec-ts-62600-102021\/"},"modified":"2024-10-26T05:31:49","modified_gmt":"2024-10-26T05:31:49","slug":"bsi-pd-iec-ts-62600-102021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-iec-ts-62600-102021\/","title":{"rendered":"BSI PD IEC TS 62600-10:2021"},"content":{"rendered":"

The purpose of this document is to provide uniform methodologies for the design and assessment of mooring systems for floating Marine Energy Converters (MECs) (as defined in the TC 114 scope). It is intended to be applied at various stages, from mooring system assessment to design, installation and maintenance of floating Marine Energy Converters plants.<\/p>\n

This document is applicable to mooring systems for floating Marine Energy Converters units of any size or type in any open water conditions. Some aspects of the mooring system design process are more detailed in existing and well\u2012established mooring standards. The intent of this document is to highlight the different requirements of Marine Energy Converters and not duplicate existing standards or processes.<\/p>\n

While requirements for anchor holding capacity are indicated, detailed geotechnical analysis and design of anchors are beyond the scope of this document.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nundefined <\/td>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
8<\/td>\nFOREWORD <\/td>\n<\/tr>\n
10<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
11<\/td>\n1 Scope
2 Normative references
3 Terms and definitions <\/td>\n<\/tr>\n
12<\/td>\n4 Abbreviated terms
5 Principal elements
5.1 General
5.2 Technology qualification <\/td>\n<\/tr>\n
13<\/td>\n5.3 Safety and risk consideration
5.4 Safety levels
5.5 Design procedure
5.6 Inspection and maintenance requirements
6 Environmental and site conditions
6.1 General <\/td>\n<\/tr>\n
14<\/td>\n6.2 Primary environmental conditions
6.3 Secondary environmental conditions
6.3.1 General
6.3.2 Marine growth
6.3.3 Seabed conditions
6.4 Site characteristics
6.4.1 General
6.4.2 Environmentally sensitive and protected areas and marine animals
6.4.3 Nearshore impact <\/td>\n<\/tr>\n
15<\/td>\n6.4.4 Vandalism and misuse
6.4.5 Marine traffic
6.4.6 Shallow water conditions
7 Design load cases
7.1 General
7.2 Analysis procedure overview
Tables
Table 1 \u2013 Potential nearshore impacts <\/td>\n<\/tr>\n
16<\/td>\n7.3 Load categories
7.3.1 General
Figure 1 \u2013 Recommended conceptual mooring analysis procedure <\/td>\n<\/tr>\n
17<\/td>\n7.3.2 Dynamic analysis of MEC response to environmental conditions
7.3.3 Low frequency loads
7.3.4 Wave frequency loads on mooring components
7.3.5 Wave frequency loads on MEC
Figures <\/td>\n<\/tr>\n
18<\/td>\n7.3.6 High frequency loading
7.4 Interaction with waves, currents, wind, water level and ice
7.4.1 General <\/td>\n<\/tr>\n
19<\/td>\n7.4.2 Resonant response
7.4.3 Design return period for short term deployments
7.5 Mooring line components
7.5.1 General
7.5.2 Component strength
Table 2 \u2013 Combinations of uncorrelated extreme events <\/td>\n<\/tr>\n
20<\/td>\n7.5.3 Component fatigue life
7.5.4 Redundancy
7.5.5 Clearance
7.6 Umbilical considerations
7.6.1 Umbilical response
7.6.2 Umbilical strength
7.6.3 Umbilical offset and clearance limits <\/td>\n<\/tr>\n
21<\/td>\n7.7 Limit states
7.7.1 General
7.7.2 Ultimate limit state (ULS)
7.7.3 Accidental limit state (ALS)
7.7.4 Serviceability limit state (SLS)
7.7.5 Fatigue limit state (FLS) <\/td>\n<\/tr>\n
22<\/td>\n7.7.6 Consequence class safety factors
7.7.7 Mooring component failure
7.7.8 Anchor holding capacity
Table 3 \u2013 Consequence class associated safety factors for dynamic analysis techniques <\/td>\n<\/tr>\n
23<\/td>\n7.7.9 Load case modelling and simulation
Table 4 \u2013 Safety factors for holding capacity of drag anchors
Table 5 \u2013 Safety factors for holding capacity of anchor piles and suction piles
Table 6 \u2013 Safety factors for holding capacity of gravity and plate anchors <\/td>\n<\/tr>\n
24<\/td>\n7.7.10 Design conditions <\/td>\n<\/tr>\n
26<\/td>\nTable 7 \u2013 Design load cases for WECs <\/td>\n<\/tr>\n
28<\/td>\nTable 8 \u2013 Design load cases for CECs <\/td>\n<\/tr>\n
34<\/td>\n8 In-service inspection, monitoring, testing, and maintenance
8.1 General <\/td>\n<\/tr>\n
35<\/td>\n8.2 Anchor proof loading
8.3 Component replacement
8.3.1 General
8.3.2 Fibre rope component inspection and replacement
8.3.3 Inspection and predictive procedures <\/td>\n<\/tr>\n
36<\/td>\n8.4 In air and splash zone mooring line sections
8.5 Submerged mooring line sections <\/td>\n<\/tr>\n
37<\/td>\n8.6 Commissioning and decommissioning procedures <\/td>\n<\/tr>\n
38<\/td>\nAnnex A (informative) Moorings and anchoring systems
A.1 Types of moorings and anchoring systems
A.1.1 General
A.1.2 Mooring systems
Figure A.1 \u2013 Spread mooring configuration <\/td>\n<\/tr>\n
39<\/td>\nFigure A.2 \u2013 Catenary anchor leg mooring configuration
Figure A.3 \u2013 Single anchor leg mooring configuration <\/td>\n<\/tr>\n
40<\/td>\nA.2 Mooring line components
A.2.1 General
A.2.2 Chain
Figure A.4 \u2013 Turret mooring configuration
Figure A.5 \u2013 Studless and studlink chain <\/td>\n<\/tr>\n
41<\/td>\nA.2.3 Wire rope
A.2.4 Synthetic rope
Figure A.6 \u2013 Typical wire rope construction <\/td>\n<\/tr>\n
42<\/td>\nTable A.1 \u2013 Generalized comparison of mooring line material characteristics <\/td>\n<\/tr>\n
43<\/td>\nFigure A.7 \u2013 Parallel yarn rope
Figure A.8 \u2013 Parallel core rope <\/td>\n<\/tr>\n
44<\/td>\nFigure A.9 \u2013 Rope construction with 18+12+6+1 format
Figure A.10 \u2013 Three strand laid construction <\/td>\n<\/tr>\n
45<\/td>\nFigure A.11 \u2013 Rope with 8 plait braid construction
Figure A.12 \u2013 Rope with braid on braid construction <\/td>\n<\/tr>\n
46<\/td>\nTable A.2 \u2013 Properties for selection of synthetic fibre
Table A.3 \u2013 Generalized comparison of common rope relevant material properties <\/td>\n<\/tr>\n
48<\/td>\nA.2.5 Elastic tethers <\/td>\n<\/tr>\n
49<\/td>\nA.2.6 Clump weights
A.2.7 Buoyancy aids
A.2.8 Connectors and accessories <\/td>\n<\/tr>\n
50<\/td>\nA.3 Anchors
A.3.1 General
A.3.2 Drag embedment anchor
Figure A.13 \u2013 Types of connectors <\/td>\n<\/tr>\n
51<\/td>\nA.3.3 Pile anchor
A.3.4 Suction anchor
Figure A.14 \u2013 Drag embedment anchor
Figure A.15 \u2013 Pile anchor <\/td>\n<\/tr>\n
52<\/td>\nA.3.5 Gravity installed anchor
Figure A.16 \u2013 Suction anchor <\/td>\n<\/tr>\n
53<\/td>\nA.3.6 Gravity anchor
Figure A.17 \u2013 Gravity installed torpedo anchor
Figure A.18 \u2013 Gravity installed anchor with rotating load arm <\/td>\n<\/tr>\n
54<\/td>\nA.3.7 Plate anchor
A.3.8 Screw and rock anchors
Figure A.19 \u2013 Gravity anchor
Figure A.20 \u2013 Suction or pile driven plate anchor <\/td>\n<\/tr>\n
55<\/td>\nA.3.9 Type selection
A.3.10 Holding capacity
Figure A.21 \u2013 Screw anchor
Figure A.22 \u2013 Rock anchor <\/td>\n<\/tr>\n
56<\/td>\nA.3.11 Sediment and rock conditions
A.3.12 Fluke setting
A.3.13 Installation <\/td>\n<\/tr>\n
57<\/td>\nA.3.14 Proof loading
A.3.15 Directional anchor loading
A.3.16 Failure mode
A.3.17 Environmental loading
A.3.18 Failure point <\/td>\n<\/tr>\n
58<\/td>\nAnnex B (normative) Safety and risk considerations
B.1 General
B.2 Risk
B.2.1 General
B.2.2 Definition
B.2.3 Consequence types <\/td>\n<\/tr>\n
59<\/td>\nB.3 Risk assessment methodology
B.3.1 General
B.3.2 Methodology flowchart <\/td>\n<\/tr>\n
60<\/td>\nFigure B.1 \u2013 General risk methodology flowchart <\/td>\n<\/tr>\n
61<\/td>\nB.4 Consequence considerations for mooring failure
B.5 Consequence classification
B.5.1 General
Table B.1 \u2013 Consequence categories <\/td>\n<\/tr>\n
62<\/td>\nB.5.2 Consequence impact considerations <\/td>\n<\/tr>\n
63<\/td>\nB.5.3 Risk mitigation considerations
B.5.4 Risk acceptance <\/td>\n<\/tr>\n
65<\/td>\nAnnex C (informative) Numerical modelling considerations
C.1 General
C.2 Mooring, umbilical, and dynamic cable models
C.2.1 General
C.2.2 Static and catenary models
C.2.3 Discrete models
C.2.4 Floating unit numerical models <\/td>\n<\/tr>\n
67<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Marine energy. Wave, tidal and other water current converters – Assessment of mooring system for marine energy converters (MECs)<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2021<\/td>\n70<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":379821,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-379812","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bsi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/379812","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/379821"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=379812"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=379812"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=379812"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}