BS EN ISO 13174:2012:2013 Edition
$167.15
Cathodic protection of harbour installations
Published By | Publication Date | Number of Pages |
BSI | 2013 | 44 |
1.1 General
This International Standard defines the means to be used to ensure that cathodic protection is efficiently applied to the immersed and driven/buried metallic external surfaces of steel port, harbour, coastal and flood defence installations and appurtenances in seawater and saline mud to provide protection from corrosion.
1.2 Structures
This International Standard specifies cathodic protection of fixed and floating port and harbour structures. This includes piers, jetties, dolphins (mooring and berthing), sheet or tubular piling, pontoons, buoys, floating docks, lock and sluice gates. It also specifies cathodic protection of the submerged areas of appurtenances, such as chains attached to the structure, when these are not electrically isolated from the structure.
This International Standard is to be used in respect of cathodic protection systems where the anodes are exposed to water or saline mud. For buried areas, typically in soil or sand filled areas behind piled walls or within filled caissons, which may be significantly affected by corrosion, specific cathodic protection design and operation requirements are defined in EN 12954, the anodes being exposed to soils.
This International Standard does not cover the cathodic protection of fixed or floating offshore structures (including offshore loading buoys), submarine pipelines or ships.
This International Standard does not include the internal protection of surfaces of any components such as ballast tanks, internals of floating structures flooded compartments of lock and sluice gates or the internals of tubular steel piles.
1.3 Materials
This International Standard covers the cathodic protection of structures fabricated principally from bare or coated carbon and carbon manganese steels.
As some parts of the structure may be made of metallic materials other than carbon steels, the cathodic protection system should be designed to ensure that there is a complete control over any galvanic coupling and minimize risks due to hydrogen embrittlement or hydrogen-induced cracking (see ISO 12473).
This International Standard does not address steel reinforced concrete structures (see ISO 12696).
1.4 Environment
This International Standard is applicable to the whole submerged zone in seawater, brackish waters and saline mud and related buried areas which can normally be found in port, harbour, coastal and flood defence installations wherever these structures are fixed or floating.
For surfaces which are alternately immersed and exposed to the atmosphere, the cathodic protection is only effective when the immersion time is long enough for the steel to become polarized. Typically, effective cathodic protection is achieved for all surfaces below mid tide.
For structures such as sheet steel and tubular steel piles that are driven into the sea bed or those that are partially buried or covered in mud, this International Standard is also applicable to the surfaces buried, driven and exposed to mud which are intended to receive cathodic protection along with surfaces immersed in water.
Cathodic protection may also be applied to the rear faces of sheet steel piled walls and the internal surfaces of filled caissons. Cathodic protection of such surfaces is specified by EN 12954.
This International Standard is applicable to those structures which are, or may be in the future, affected by “Accelerated Low Water Corrosion” (ALWC) and other more general forms of microbial corrosion (MIC) or other forms of so-called “concentrated corrosion” associated with galvanic couples, differential aeration and other local corrosion influencing parameters
NOTE Information is available in BS 6349-1:2000, Clause 59 and CIRIA C634 (see Bibliography)
1.5 Safety and environment protection
This International Standard does not address safety and environmental protection aspects associated with cathodic protection to which national or international regulations apply.
PDF Catalog
PDF Pages | PDF Title |
---|---|
6 | Foreword |
7 | Introduction |
9 | Section sec_1 Section sec_1.1 Section sec_1.2 Section sec_1.3 Section sec_1.4 1 Scope 1.1 General 1.2 Structures 1.3 Materials 1.4 Environment |
10 | Section sec_1.5 Section sec_2 Section sec_3 1.5 Safety and environment protection 2 Normative references 3 Terms and definitions |
12 | Figure fig_1 Section sec_4 4 Competence of personnel |
13 | Section sec_5 Section sec_5.1 Section sec_5.2 5 Design basis 5.1 Objectives 5.2 Cathodic protection criteria |
14 | Section sec_5.3 Section sec_5.3.1 Section sec_5.3.2 Section sec_5.3.3 5.3 Design parameters |
15 | Section sec_5.3.4 Section sec_5.4 Section sec_5.4.1 Section sec_5.4.2 5.4 Electrical current demand |
16 | Section sec_5.4.3 |
17 | Section sec_5.4.4 Section sec_5.5 5.5 Cathodic protection systems |
19 | Section sec_5.6 Section sec_5.7 5.6 Electrical continuity 5.7 Interactions |
20 | Section sec_6 Section sec_6.1 Section sec_6.2 6 Impressed current systems 6.1 Objectives 6.2 Design considerations |
21 | Section sec_6.3 Section sec_6.3.1 6.3 Equipment considerations |
22 | Section sec_6.3.2 Section sec_6.3.3 |
23 | Section sec_6.3.4 Section sec_6.3.5 |
24 | Section sec_6.3.6 Section sec_7 Section sec_7.1 Section sec_7.2 Section sec_7.3 7 Galvanic anode systems 7.1 Objectives 7.2 Design 7.3 Materials |
25 | Section sec_7.4 Section sec_7.5 Section sec_7.5.1 Section sec_7.5.2 Section sec_7.5.3 7.4 Location of anodes 7.5 Installation |
26 | Section sec_8 Section sec_8.1 Section sec_8.2 Section sec_8.3 Section sec_8.3.1 Section sec_8.3.2 Section sec_8.3.3 8 Commissioning, operation and maintenance 8.1 Objectives 8.2 Commissioning: galvanic systems 8.3 Commissioning: Impressed current systems |
27 | Section sec_8.3.4 Section sec_8.3.5 Section sec_8.4 Section sec_8.4.1 Section sec_8.4.2 8.4 Operation and maintenance |
28 | Section sec_8.4.3 Section sec_9 Section sec_9.1 Section sec_9.2 9 Documentation 9.1 Objectives 9.2 Impressed current system |
29 | Section sec_9.3 9.3 Galvanic anodes system |
30 | Annex sec_A Annex sec_A.1 Table tab_A.1 Annex sec_A.2 Annex A (informative) Guidance for current requirements for cathodic protection of harbour installations |
31 | Table tab_A.2 Annex sec_A.3 Annex sec_A.4 |
32 | Annex sec_B Annex sec_B.1 Annex sec_B.1.1 Annex sec_B.1.2 Annex sec_B.1.3 Annex B (informative) Anode resistance, current and life determination |
33 | Annex sec_B.2 |
34 | Annex sec_B.3 |
35 | Table tab_i Figure fig_B.1 Annex sec_B.4 |
36 | Annex sec_B.5 Annex sec_B.6 |
37 | Annex sec_C Table tab_C.1 Annex C (informative) Typical electrochemical characteristics of impressed current anodes |
38 | Annex sec_D Annex sec_D.1 Annex sec_D.2 Annex sec_D.3 Annex D (informative) Guidance related to the design process Guidance related to the design process |
40 | Reference ref_1 Reference ref_2 Reference ref_3 Reference ref_4 Reference ref_5 Reference ref_6 Reference ref_7 Reference ref_8 Reference ref_9 Reference ref_10 Bibliography Bibliography |