RP0176-2003
NACE International
9
seawater (20 ohm-cm), the electrode reading should
be corrected in accordance with the nomogram shown
in Figure 1. For example, if brackish water of 100 ohm-
cm resistivity exists at the structure site, the minimum
protective potential to Ag/AgCl electrode is -0.83 V,
corresponding to -0.85 V to CSE.
4.6.6 At water depths progressively beyond 300 m
(1,000 ft) and sometimes at shallower depths, seawater
characteristics (dissolved oxygen, temperature, salinity,
pH, sea currents, and fouling) may vary significantly
from surface and shallow depths and affect cathodic
polarization and calcareous deposit formation. A site-
specific survey for CP performance and seasonal varia-
tion of seawater characteristics is helpful in the design
of an effective CP system for deep water.
4.7 CP can affect the corrosion fatigue properties of the
structure.
4.7.1 CP at typical potential values tends to restore the
steel to the “in-air” fatigue value.
4.7.2 The rate of propagation of fatigue cracks may be
accelerated in some steels with highly negative CP pot-
entials. Fatigue crack growth data may be used to est-
ablish whether highly negative potentials are signifi-
cant.
4.7.3 The calcareous coating may plug fatigue cracks,
reducing crack growth.
4.7.4 Corrosion should be controlled in highly stressed
locations to prevent pitting that might promote fatigue
cracks.
________________________________________________________________________
Section 5: Design of Cathodic Protection Systems
5.1 Introduction
5.1.1 This section recommends procedures for de-
signing CP systems that provide effective corrosion
control for offshore structures.
5.1.2 In the design of an offshore CP system, environ-
mental factors must be understood, and consideration
should be given to the following:
5.1.2.1 Selection and specification of materials,
equipment, and installation practices that ensure
the safe installation and operation of the CP sys-
tem.
5.1.2.2 Specification of materials and installation
practices in conformance with applicable codes,
regulations, and standards that may be issued by
the following:
(a) Structure
operator,
(b) NACE
International,
(c) API,
(d) Government
agencies,
(e) National Electrical Code
(5)
certifying agents, or
(f) Other international standards associations
5.1.2.3 Selection and design of the CP system for
optimum economy of installation, safety, mainten-
ance, and operation.
5.1.2.4 Selection and specification of materials
and installation practices that ensure dependable
service for the operating life of the CP system.
5.1.2.5 Selection of a system to minimize exces-
sive protective current densities or excessive earth
(sea) potential gradients that may have detrimental
effects on coatings or on neighboring buried or
submerged foreign structures.
5.1.2.6 Initiation of cooperative investigations to
evaluate the possible effects of the proposed CP
system on the facilities of others (or their future
expansion) in the general proximity.
5.2 Major Objectives of CP System Design
5.2.1 To deliver sufficient current for the design life of
the facility, protect the structure, and distribute the cur-
rent so that the selected criterion for CP can be effi-
ciently satisfied.
5.2.2 To minimize the effect on associated pipelines or
other neighboring metallic structures that may be
caused by the operation of the proposed system.
5.2.3 To provide anode system design life commen-
surate with the design life of the protected structure or
plan, and, when necessary, provide adequate rehabili-
tation procedures and appurtenances for the anode
system.
___________________________
(5)
National Fire Codes, National Electrical Code 70 (Quincy, Massachusetts: National Fire Protection Association
).
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