Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events, 13-29 [E9-31146]
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BILLING CODE 3410–34–P
NUCLEAR REGULATORY
COMMISSION
10 CFR Part 50
RIN 3150–AI01
[NRC–2007–0008]
Alternate Fracture Toughness
Requirements for Protection Against
Pressurized Thermal Shock Events
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AGENCY: Nuclear Regulatory
Commission.
ACTION: Final rule.
SUMMARY: The Nuclear Regulatory
Commission (NRC) is amending its
regulations to provide alternate fracture
toughness requirements for protection
against pressurized thermal shock (PTS)
events for pressurized water reactor
(PWR) pressure vessels. This final rule
provides alternate PTS requirements
based on updated analysis methods.
This action is desirable because the
existing requirements are based on
unnecessarily conservative probabilistic
fracture mechanics analyses. This action
reduces regulatory burden for those
PWR licensees who expect to exceed the
existing requirements before the
expiration of their licenses, while
maintaining adequate safety, and may
choose to comply with the final rule as
an alternative to complying with the
existing requirements.
DATES: Effective Date: February 3, 2010.
ADDRESSES: You can access publicly
available documents related to this
document using the following methods:
Federal e-Rulemaking Portal: Go to
https://www.regulations.gov and search
for documents filed under Docket ID
NRC–2007–0008. Address questions
about NRC Dockets to Carol Gallagher at
301–492–3668; e-mail
Carol.Gallagher@nrc.gov.
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NRC’s Public Document Room (PDR):
The public may examine publicly
available documents at the NRC’s PDR,
Public File Area O1–F21, One White
Flint North, 11555 Rockville Pike,
Rockville, Maryland. The PDR
reproduction contractor will copy
documents for a fee.
NRC’s Agencywide Documents Access
and Management System (ADAMS):
Publicly available documents created or
received at the NRC are available
electronically at the NRC’s Electronic
Reading Room at https://www.nrc.gov/
reading-rm/adams.html. From this page,
the public can gain entry into ADAMS,
which provides text and image files of
NRC’s public documents. If you do not
have access to ADAMS or if there are
problems in accessing the documents
located in ADAMS, contact the NRC’s
PDR reference staff at 1–800–397–4209,
or (301) 415–4737, or by e-mail to
PDR.Resource@nrc.gov.
FOR FURTHER INFORMATION CONTACT: Ms.
Veronica M. Rodriguez, Office of
Nuclear Reactor Regulation, U.S.
Nuclear Regulatory Commission,
Washington, DC 20555–0001; telephone
(301) 415–3703; e-mail:
Veronica.Rodriguez@nrc.gov, Mr.
Matthew Mitchell, Office of Nuclear
Reactor Regulation, U.S. Nuclear
Regulatory Commission, Washington,
DC 20555–0001; telephone (301) 415–
1467; e-mail: Matthew.Mitchell@nrc.gov,
or Mr. Mark Kirk, Office of Nuclear
Regulatory Research, U.S. Nuclear
Regulatory Commission, Washington,
DC 20555–0001; telephone (301) 251–
7631; e-mail: Mark.Kirk@nrc.gov.
SUPPLEMENTARY INFORMATION:
I. Background
II. Discussion
III. Responses to Comments on the Proposed
Rule and Supplemental Proposed Rule
IV. Section-by-Section Analysis
V. Availability of Documents
VI. Agreement State Compatibility
VII. Voluntary Consensus Standards
VIII. Finding of No Significant
Environmental Impact: Availability
IX. Paperwork Reduction Act Statement
X. Regulatory Analysis
XI. Regulatory Flexibility Act Certification
XII. Backfit Analysis
XIII. Congressional Review Act
I. Background
PTS events are system transients in a
PWR in which there is a rapid operating
temperature cooldown that results in
cold vessel temperatures with or
without repressurization of the vessel.
The rapid cooling of the inside surface
of the reactor vessel causes thermal
stresses. The thermal stresses can
combine with stresses caused by high
pressure. The aggregate effect of these
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stresses is an increase in the potential
for fracture if a pre-existing flaw is
present in a material susceptible to
brittle failure. The ferritic, low alloy
steel of the reactor vessel beltline
adjacent to the core, where neutron
radiation gradually embrittles the
material over the lifetime of the plant,
can be susceptible to brittle fracture.
The current PTS rule, described in
§ 50.61, ‘‘Fracture Toughness
Requirements for Protection against
Pressurized Thermal Shock Events,’’
adopted on July 23, 1985 (50 FR 29937),
establishes screening criteria below
which the potential for a reactor vessel
to fail due to a PTS event is deemed to
be acceptably low. These screening
criteria effectively define a limiting
level of embrittlement beyond which
operation cannot continue without
further plant-specific evaluation.
A licensee may not continue to use a
reactor vessel with materials predicted
to exceed the screening criteria in
§ 50.61 without implementing
compensatory actions or additional
plant-specific analyses unless the
licensee receives an exemption from the
requirements of the rule. Acceptable
compensatory actions are neutron flux
reduction, plant modifications to reduce
the PTS event probability or severity,
and reactor vessel annealing, which are
addressed in §§ 50.61(b)(3), (b)(4), and
(b)(7); and 50.66, ‘‘Requirements for
Thermal Annealing of the Reactor
Pressure Vessel.’’
Currently, no operating PWR vessel is
projected to exceed the § 50.61
screening criteria before the expiration
of its 40 year operating license.
However, several PWR vessels are
approaching the screening criteria,
while others are likely to exceed the
screening criteria during the extended
period of operation of their first license
renewal.
The NRC’s Office of Nuclear
Regulatory Research (RES) developed a
technical basis that supports updating
the PTS regulations. This technical basis
concluded that the risk of through-wall
cracking due to a PTS event is much
lower than previously estimated. This
finding indicated that the screening
criteria in § 50.61 are unnecessarily
conservative and may impose an
unnecessary burden on some licensees.
Therefore, the NRC developed a
proposed new rule, § 50.61a, ‘‘Alternate
Fracture Requirements for Protection
against Pressurized Thermal Shock
Events,’’ providing alternate screening
criteria and corresponding
embrittlement correlations based on the
updated technical basis. The NRC
decided that providing a new section
containing the updated screening
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criteria and updated embrittlement
correlations would be appropriate. The
NRC could have revised § 50.61 to
include the new requirements, which
could be implemented as an alternative
to the current requirements. However,
providing two sets of requirements
within the same regulatory section was
considered confusing and/or ambiguous
as to which requirements apply to
which licensees.
The NRC published the proposed rule
for public comment in the Federal
Register on October 3, 2007 (72 FR
56275). Following the closure of the
comment period on the proposed rule
and during the development of the PTS
final rule, the NRC determined that
several changes to the October 3, 2007
proposed rule language were desirable
to adequately address issues raised in
stakeholder’s comments. Because these
modifications may not have represented
a logical outgrowth from the October
2007 proposed rule’s provisions, the
NRC requested stakeholder feedback on
the modified provisions in a
supplemental proposed rule published
in August 11, 2008 (73 FR 46557). In the
supplemental proposed rule, the NRC
proposed modifications to the
provisions related to the applicability of
the rule and the evaluation of reactor
vessel surveillance data. In addition, the
NRC requested comments on the
adjustments of volumetric examination
data to demonstrate compliance with
the rule. After consideration of the
October 2007 proposed rule, the August
2008 supplemental proposed rule and
the stakeholder comments received on
both, the NRC has decided to adopt the
PTS final rule as described further in
this document.
II. Discussion
The NRC completed a research
program that concluded that the risk of
through-wall cracking due to a PTS
event is much lower than previously
estimated. This finding indicates that
the screening criteria in § 50.61 are
unnecessarily conservative and may
impose an unnecessary burden on some
licensees. Therefore, the NRC developed
a final rule, § 50.61a, that can be
implemented by PWR licensees.
The § 50.61a alternate screening
criteria and corresponding
embrittlement correlations are based on
a technical basis as documented in the
following reports: (1) NUREG–1806,
‘‘Technical Basis for Revision of the
Pressurized Thermal Shock (PTS)
Screening Limits in the PTS Rule (10
CFR 50.61): Summary Report,’’ (ADAMS
Accession No. ML061580318); (2)
NUREG–1874, ‘‘Recommended
Screening Limits for Pressurized
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Thermal Shock (PTS),’’ (ADAMS
Accession No. ML070860156); (3)
Memorandum from Elliot to Mitchell,
dated April 3, 2007, ‘‘Development of
Flaw Size Distribution Tables for Draft
Proposed Title 10 of the Code of Federal
Regulations (10 CFR) 50.61a,’’ (ADAMS
Accession No. ML070950392); (4)
‘‘Statistical Procedures for Assessing
Surveillance Data for 10 CFR Part
50.61a,’’ (ADAMS Accession No.
ML081290654); and (5) ‘‘A Physically
Based Correlation of Irradiation Induced
Transition Temperature Shifts for RPV
Steel,’’ (ADAMS Accession No.
ML081000630).
Applicability of the Final Rule
The final rule is based on, in part,
analyses of information from three
currently operating PWRs. Because the
severity of the risk-significant transient
classes (e.g., primary side pipe breaks,
stuck open valves on the primary side
that may later re-close) is controlled by
factors that are common to PWRs in
general, the NRC concluded that the
results and screening criteria developed
from the analysis of these three plants
can be applied with confidence to the
entire fleet of operating PWRs. This
conclusion is based on an
understanding of characteristics of the
dominant transients that drive their risk
significance and on an evaluation of a
larger population of high embrittlement
PWRs. This evaluation revealed no
design, operational, training, or
procedural factors that could credibly
increase either the severity of these
transients or the frequency of their
occurrence in the general PWR
population above the severity and
frequency characteristic of the three
plants that were modeled in detail. The
NRC also concluded that insignificant
PTS events are not expected to become
dominant.
The final rule is applicable to
licensees whose construction permits
were issued before February 3, 2010 and
whose reactor vessels were designed
and fabricated to the American Society
of Mechanical Engineers Boiler and
Pressure Vessel Code (ASME Code),
1998 Edition or earlier. This would
include applicants for plants such as
Watts Bar Unit 2 who have not yet
received an operating license. However,
it cannot be demonstrated, a priori, that
reactor vessels that were not designed
and fabricated to the specified ASME
Code editions will have material
properties, operating characteristics,
PTS event sequences and thermalhydraulic responses consistent with
those evaluated as part of the technical
basis for this rule. Therefore, the NRC
determined that it would not be prudent
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at this time to extend the use of the rule
to future PWR plants and plant designs
such as the Advanced Passive (AP)
1000, Evolutionary Power Reactor (EPR)
and U.S. Advanced Pressurized Water
Reactor (US–APWR). These designs
have different reactor vessels than those
in the currently operating plants, and
the fabrication of the vessels based on
these designs may differ from the
vessels evaluated in the analyses that
form the bases for the final rule.
Licensees of reactors who commence
commercial power operation after the
effective date of this rule or licensees
with reactor vessels that were not
designed and fabricated to the 1998
Edition or earlier of the ASME Code
may, under the provisions of § 50.12,
seek an exemption from § 50.61a(b) to
apply this rule if a plant-specific basis
analyzing their plant operating
characteristics, materials of fabrication,
and welding methods is provided.
Updated Embrittlement Correlation
The technical basis for § 50.61a uses
many different models and parameters
to estimate the yearly probability that a
PWR will develop a through-wall crack
as a consequence of PTS loading. One
of these models is a revised
embrittlement correlation that uses
information on the chemical
composition and neutron exposure of
low alloy steels in the reactor vessel’s
beltline region to estimate the resistance
to fracture of these materials. Although
the general trends of the embrittlement
models in §§ 50.61 and 50.61a are
similar, the form of the revised
embrittlement correlation in § 50.61a
differs substantially from the correlation
in § 50.61. The correlation in the
§ 50.61a final rule has been updated to
more accurately represent the
substantial amount of reactor vessel
surveillance data that has accumulated
since the embrittlement correlation was
last revised during the 1980s.
In-Service Inspection Volumetric
Examination and Flaw Assessments
The § 50.61a final rule differs from
§ 50.61 in that it contains a requirement
for licensees who choose to follow its
requirements to analyze the results from
the ASME Code, Section XI, inservice
inspection volumetric examinations.
The examinations and analyses will
determine if the flaw density and size
distribution in the licensee’s reactor
vessel beltline are bounded by the flaw
density and size distribution used in the
technical basis. The technical basis was
developed using a flaw density, spatial
distribution, and size distribution
determined from experimental data, as
well as from physical models and expert
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elicitation. The experimental data were
obtained from samples removed from
reactor vessel materials from cancelled
plants (i.e., Shoreham and the Pressure
Vessel Research Users Facility (PVRUF)
vessel). The NRC considers that the
analysis of the ASME Code inservice
inspection volumetric examination is
needed to confirm that the flaw density
and size distributions in the reactor
vessel, to which the final rule may be
applied, are consistent with those in the
technical basis.
Paragraph (g)(6)(ii)(C) of 10 CFR
50.55a requires licensees to implement
the ASME Code, Section XI, Appendix
VIII, Supplements 4 and 6. Supplement
4 contains qualification requirements
for the reactor vessel inservice
inspection volume from the clad-to-base
metal interface to the inner 1.0 inch or
10 percent of the vessel thickness,
whichever is larger. Supplement 6
contains qualification requirements for
reactor vessel weld volumes other than
those near the clad-to-base metal
interface. Analysis of the performance
by qualified inspectors indicates that
there is an 80 percent or greater
probability of detecting a flaw that
contributes to crack initiation from PTS
events when they are inspected using
the ASME Code, Section XI, Appendix
VIII, Supplement 4 requirements.1
The true flaw density for flaws with
a through-wall extent of between 0.1
and 0.3 inch can be inferred from the
ASME Code examination results and the
probability of detection. The technical
basis for the final rule concludes that
flaws as small as 0.1 inch in throughwall extent contribute to the throughwall crack frequency (TWCF), and
nearly all of the contributions come
from flaws buried less than 1 inch
below the inner diameter surface of the
reactor vessel. For weld flaws that
exceed the sizes prescribed in the final
rule, the risk analysis indicates that a
single flaw can be expected to
contribute a significant fraction of the
1 × 10¥6 per reactor year limit on
TWCF. Therefore, if a flaw that exceeds
the sizes prescribed in the final rule is
found in a reactor vessel, it is important
to assess it individually.
The technical basis for the final rule
also indicates that flaws buried deeper
than 1 inch from the clad-to-base
interface are not as susceptible to brittle
fracture as similar size flaws located
closer to the inner surface. Therefore,
the final rule does not require the
comparison of the density of these
1 Becker, L., ‘‘Reactor Pressure Vessel Inspection
Reliability,’’ Proceeding of the Joint EC–IAEA
Technical Meeting on the Improvement in InService Inspection Effectiveness, Petten, the
Netherlands, November 2002.
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flaws, but still requires large flaws, if
discovered, to be evaluated for
contributions to TWCF if they are
within the inner three-eighths of the
vessel thickness. The limitation for flaw
acceptance, specified in ASME Code,
Section XI, Table IWB–3510–1,
approximately corresponds to the
threshold for flaw sizes that can make
a significant contribution to TWCF if
present in reactor vessel material at this
depth. Therefore, the final rule requires
that flaws exceeding the size limits in
ASME Code, Section XI, Table IWB–
3510–1 be evaluated for contribution to
TWCF in addition to the other
evaluations for such flaws that are
prescribed in the ASME Code.
The numerical values in Tables 2 and
3 of the final rule represent the number
of flaws in each size range that were
derived from the technical basis.
Verifying that a plant that intends to
implement this rule has weld, plate
and/or forging flaw distributions which
are consistent with those assumed in the
technical basis is necessary to ensure
the applicability of the rule to that
plant. If one or more larger flaws are
found in a reactor vessel, they must be
evaluated to ensure that they are not
causing the TWCF to exceed the
regulatory limit.
The final rule also clarifies that, to be
consistent with ASME Code, Section XI,
Appendix VIII, the smallest flaws that
must be sized are 0.075 inches in
through-wall extent. For each flaw
detected that has a through-wall extent
equal to or greater than 0.075 inches, the
licensee shall document the dimensions
of the flaw, its orientation and its
location within the reactor vessel, and
its depth from the clad-to-base metal
interface. Those planar flaws for which
the major axis of the flaw is identified
by an ultrasonic transducer oriented in
the circumferential direction must be
documented as ‘‘axial.’’ All other planar
flaws may be categorized as
‘‘circumferential.’’ The NRC may also
use this information to evaluate whether
plant-specific information gathered
suggests that the NRC staff should
generically re-examine the technical
basis for the rule.
Surface cracks that penetrate through
the stainless steel clad and more than
0.070 inch into the welds or the
adjacent base metal were not included
in the technical basis because these
types of flaws have not been observed
in the beltline of any operating PWR
vessel. However, flaws of this type were
observed in the Quad Cities Unit 2
reactor vessel head in 1990 (NUREG–
1796, ‘‘Safety Evaluation Report Related
to the License Renewal of the Dresden
Nuclear Power Station, Units 2 and 3
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and Quad Cities Nuclear Power Station,
Units 1 and 2,’’ dated October 31, 2004).
The observed cracks had a maximum
depth into the base metal of
approximately 0.24 inch and penetrated
through the stainless steel clad. Quad
Cities Units 2 and 3 are boiling water
reactors which are not susceptible to
PTS events and hence are not subject to
the requirements of 10 CFR 50.61. The
cracking at Quad Cities Unit 2 was
attributed to intergranular stress
corrosion cracking of the stainless steel
cladding, which has not been observed
in PWR vessels, and hot cracking of the
low alloy steel base metal. If these
cracks were in the beltline region of a
PWR, they would be a significant
contributor to TWCF because of their
size and location. The final rule requires
licensees to determine if cracks of this
type exist in the beltline weld region at
each ASME Code, Section XI, ultrasonic
examination.
Nondestructive Examination (NDE)Related Uncertainties
The flaw sizes in Tables 2 and 3
represent actual flaw dimensions while
the results from the ASME Code
examinations are estimated dimensions.
The available information indicates that,
for most flaw sizes in Tables 2 and 3,
qualified inspectors will oversize flaws.
Comparing oversized flaws to the size
and density distributions in Tables 2
and 3 is conservative and acceptable,
but not necessary.
As a result of stakeholder feedback
received on the NRC solicitation for
comments published in the August 2008
supplemental proposed rule, the final
rule will permit licenses to adjust the
flaw sizes estimated by inspectors
qualified under the ASME Code, Section
XI, Appendix VIII, Supplement 4 and
Supplement 6.
The NRC determined that, in addition
to the NDE sizing uncertainties,
licensees should be allowed to consider
other NDE uncertainties, such as
probability of detection and flaw
density and location, because these
uncertainties may affect the ability of a
licensee to demonstrate compliance
with the rule. As a result, the language
in § 50.61a(e) will allow licensees to
account for the effects of NDE-related
uncertainties in meeting the flaw size
and density requirements of Tables 2
and 3. The methodology to account for
the effects of NDE-related uncertainties
must be based on statistical data
collected from ASME Code inspector
qualification tests or any other tests that
measure the difference between the
actual flaw size and the size determined
from the ultrasonic examination.
Verification that a licensee’s flaw size
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and density distribution are upperbounded by the distribution of Tables 2
and 3 is required to confirm that the risk
associated with PTS is acceptable.
Collecting, evaluating, and using data
from ASME Code inspector qualification
tests will require extensive engineering
judgment. Therefore, the methodology
used to adjust flaw sizes to account for
the effects of NDE-related uncertainties
must be reviewed and approved by the
Director of the Office of Nuclear Reactor
Regulation (NRR).
Surveillance Data
Paragraph (f) of the final rule defines
the process for calculating the values for
the reference temperature properties
(i.e., defined as RTMAX–X) for a
particular reactor vessel. These values
must be based on the vessel material’s
copper, manganese, phosphorus, and
nickel weight percentages, reactor cold
leg temperature, and fast neutron flux
and fluence values, as well as the
unirradiated nil-ductility transition
reference temperature (i.e., RTNDT).
The rule includes a procedure by
which the RTMAX–X values, which are
predicted for plant-specific materials
using a generic temperature shift (i.e.,
DT30) embrittlement trend curve, are
compared with heat-specific
surveillance data that are collected as
part of 10 CFR part 50, Appendix H,
surveillance programs. The purpose of
this comparison is to assess how well
the surveillance data are represented by
the generic embrittlement trend curve. If
the surveillance data are close
(closeness is assessed statistically) to the
generic embrittlement trend curve, then
the predictions of this embrittlement
trend curve are used. This is expected
to be the case most often. However, if
the heat-specific surveillance data
deviate significantly, and nonconservatively, from the predictions of
the generic embrittlement trend curve,
this indicates that alternative methods
(i.e., other than, or in addition to, the
generic embrittlement trend curve) may
be needed to reliably predict the
temperature shift trend, and to estimate
RTMAX–X, for the conditions being
assessed.
The NRC is modifying the final rule
to include three statistical tests to
determine the significance of the
differences between heat-specific
surveillance data and the embrittlement
trend curve. The NRC determined that
a single test is not sufficient to ensure
that the temperature shift predicted by
the embrittlement trend curve
represents well the heat-specific
surveillance data. Specifically, this
single statistical test cannot determine if
the temperature shift from the
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surveillance data show a more rapid
increase after significant radiation
exposure than the progression predicted
by the generic embrittlement trend
curve. This potential deficiency could
be particularly important during a
plant’s period of extended operation.
The deviations from the generic
embrittlement trend curve are best
assessed by licensees on a case-by-case
basis, which would be submitted for the
review of the Director of NRR.
The results of the first statistical test
will determine if, on average, the
temperature shifts from the surveillance
data are significantly higher than the
temperature shifts from the generic
embrittlement trend curve. The results
of the second and third tests will
determine if the temperature shift from
the surveillance data show a more rapid
increase after significant radiation
exposure than the progression predicted
by the generic embrittlement trend
curve.
III. Responses to Comments on the
Proposed Rule and Supplemental
Proposed Rule
The NRC received 5 comment letters
for a total of 54 comments on the
proposed rule published on October 3,
2007, and 3 comment letters for a total
of 5 comments on the supplemental
proposed rule published on August 11,
2008. All the comments on the proposed
rule and supplemental proposed rule
were submitted by industry
stakeholders. A detailed discussion of
the public comments and the NRC’s
responses are contained in a separate
document (see Section V, ‘‘Availability
of Documents,’’ of this document). This
section only discusses the more
significant comments received on the
proposed rule and supplemental
proposed rule provisions and the
substantive changes made to develop
the final rule requirements. The NRC
also requested stakeholder feedback on
one question in the supplemental
proposed rule. This section discusses
the comments received from the NRC
inquiry and the changes made to the
final rule language as a result of these
comments. Comments are discussed by
subject.
Comments on the Applicability of the
Proposed Rule:
Comment: The commenters stated
that the rule, as written, is only
applicable to the existing fleet of PWRs.
The characteristics of advanced PWR
designs were not considered in the
analysis. The commenters suggested
adding a statement that this rule is
applicable to the current PWR fleet and
not the new plant designs.
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Response: The NRC agrees with the
comment that this rule is only
applicable to the existing fleet of PWRs.
The NRC cannot be assured that plants
whose construction permit was issued
after February 3, 2010, and whose
reactor vessel was designed and
fabricated to ASME Code Editions later
than the 1998 Edition will have material
properties, operating characteristics,
PTS event sequences and thermalhydraulic responses consistent with the
reactors that were evaluated as part of
the technical basis for § 50.61a. Other
factors, including materials of
fabrication and welding methods, would
also be consistent with the underlying
technical basis of 10 CFR 50.61a. As a
result of this comment, the NRC
modified § 50.61a(b) and the statement
of considerations of the rule to reflect
this position to allow the use of the rule
only to plants whose construction
permit was issued before February 3,
2010 and whose reactor vessel was
designed and fabricated to the 1998
Edition or earlier of the ASME Code.
Comments on Surveillance Data:
Comment: The commenters stated
that there is little added value in the
requirement to assess the surveillance
data as a part of this rule because
variability in data has already been
accounted for in the derivation of the
embrittlement correlation.
The commenters also stated that there
is no viable methodology for adjusting
the projected DT30 for the vessel based
on the surveillance data. Any effort to
make this adjustment is likely to
introduce additional error into the
prediction. Note that the embrittlement
correlation described in the basis for the
revised PTS rule (i.e., NUREG–1874)
was derived using all of the then
available industry-wide surveillance
data.
In the event that the surveillance data
does not match the DT30 value predicted
by the embrittlement correlation, the
best estimate value for the pressure
vessel material is derived using the
embrittlement correlation. The likely
source of the discrepancy is an error in
the characterization of the surveillance
material or of the irradiation
environment. Therefore, unless the
discrepancy can be resolved, obtaining
the DT30 prediction based on the best
estimate chemical composition for the
heat of the material is more reliable than
a prediction based on a single set of
surveillance measurements.
The commenters suggested removing
the requirement to assess surveillance
data, including Table 5, of this rule.
Response: The NRC does not agree
with the proposed change. The NRC
believes that there is added value in the
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requirement to assess reactor vessel
surveillance data. Although variability
has been accounted for in the derivation
of the embrittlement correlation, it is the
NRC’s view that the surveillance data
assessment required in § 50.61a(f)(6) is
needed to determine if the
embrittlement for a specific heat of
material in a reactor vessel is consistent
with the embrittlement predicted by the
embrittlement correlation.
The commenters also assert that there
is no viable methodology for adjusting
the projected DT30 for the vessel based
on the surveillance data, and that any
adjustment is likely to introduce
additional error into the prediction. The
NRC believes that although there is no
single methodology for adjusting the
projected DT30 for the vessel based on
the surveillance data, it is possible, on
a case-specific basis, to justify
adjustments to the generic DT30
prediction. For this reason the rule does
not specify a method for adjusting the
DT30 value based on surveillance data,
but rather requires the licensee to
propose a case-specific DT30 adjustment
procedure for review and approval of
the Director of NRR. Although the
commenters assert that it is possible that
error could be introduced, it is the NRC
view that appropriate plant-specific
adjustments based upon available
surveillance data may be necessary to
project reactor pressure vessel
embrittlement for the purpose of this
rule.
As the result of these public
comments, the NRC has continued to
work on statistical procedures to
identify deviations from generic
embrittlement trends, such as those
described in § 50.61a(f)(6) of the
proposed rule. Based on this work, the
NRC enhanced the procedure described
in § 50.61a(f)(6) to, among other things,
detect trends from plant- and heatspecific surveillance data that may
emerge at high fluences that are not
reflected by Equations 5, 6, and 7. The
empirical basis for the NRC’s concern
regarding the potential for un-modeled
high fluence effects is described in
documents located at ADAMS
Accession Nos. ML081120253,
ML081120289, ML081120365,
ML081120380, and ML081120600. The
technical basis for the enhanced
surveillance data assessment procedure
is described in the document located at
ADAMS Accession No. ML081290654.
Comment: The second surveillance
data check described in the
supplemental proposed rule should be
eliminated from the rule because the
slope change evaluation appears to be of
limited value.
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The second required surveillance data
check is to address a slope change. The
intent of this section appears to identify
potential increases in the embrittlement
rate at high fluence. The industry
intends to move forward with an
initiative to populate the power reactor
vessel surveillance program database
with higher neutron fluence
surveillance data (i.e., extending to
fluence values equivalent to 60–80
effective full power year (EFPY)) that
will adequately cover materials
variables for the entire PWR fleet. This
database should provide a more
effective means of evaluating the
potential for enhanced embrittlement
rates at high fluence values rather than
using an individual surveillance data set
to modify the trend with fluence. Data
from this initiative will be available in
the next few years to assess the
likelihood of enhanced embrittlement
rates for the PWR fleet.
Response: The NRC does not agree
with the commenters’ statement that the
slope test (i.e., § 50.61a(f)(6)(iii)) has
limited value and that it should be
eliminated from the rule. The NRC
believes that the slope test provides a
method for determining whether high
neutron fluence surveillance data is
consistent with the DT30 model in the
rule. Because there are currently only a
few surveillance data points from
commercial power reactors at high
neutron fluences and the slope test will
provide meaningful information, the
NRC determines that the slope test
should not be eliminated from the rule.
The NRC agrees with the industry
initiative to obtain additional power
reactor data at higher fluences. The NRC
will review this data and the
information available to evaluate the
effects of high neutron fluence exposure
when it becomes available. At that
point, the NRC will determine if
modifications to the embrittlement
model and/or the surveillance data
checks in § 50.61a should be made.
No changes were made to the rule
language as a result of this comment.
Comments Related to the NRC Inquiry
Related to the Adjustment of Volumetric
Examination Data:
Comment: § 50.61a(e) should be
modified to allow licensees to account
for the effects of flaw sizing
uncertainties and other uncertainties in
meeting the requirements of Tables 2
and 3. The rule language should allow
the use of applicable data from ASME
qualification tests, vendor-specific
performance demonstration tests, and
other current and future data that may
be applicable for assessing these
uncertainties. The rule language should
permit flaw sizes to be adjusted to
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17
account for the sizing uncertainties and
other uncertainties before comparing the
estimated size and density distribution
to the acceptable size and density
distributions in Tables 2 and 3.
The industry will provide guidance to
enable licensees to account for the
effects of sizing uncertainties and other
uncertainties in meeting the
requirements of Tables 2 and 3 of the
rule. Guidance to ensure that the risk
associated with PTS is acceptable will
be provided to the Director of NRR for
review and approval when completed.
Response: The NRC agrees that, in
addition to the NDE sizing
uncertainties, licensees should be
allowed to consider other NDE
uncertainties (e.g., probability of
detection, flaw density and location) in
meeting the requirements of the rule as
these uncertainties may affect the ability
of a licensee to demonstrate compliance
with the rule. As a result, the language
in § 50.61a(e) was modified to allow
licensees to account for the effects of
NDE-related uncertainties in meeting
the flaw size and density requirements
of Tables 2 and 3. This requirement
would be accomplished by requiring
licensees to base their methodology to
account for the NDE uncertainties on
statistical data collected from ASME
Code inspector qualification tests and
any other tests that measure the
difference between the actual flaw size
and the size determined from the
ultrasonic examination. Collecting,
evaluating, and using data from these
tests will require extensive engineering
judgment. Therefore, the methodology
would have to be reviewed and
approved by the Director of NRR.
Lastly, the commenters proposed to
provide industry guidance to enable
licensees to account for the effects of
NDE uncertainties. The NRC determined
that the rule language clearly states the
information that must specifically be
provided for NRC review and approval
if licensees choose to account for NDE
uncertainties. However, if industry
guidance documents are developed, the
NRC will consider them when
submitted for review and approval.
IV. Section-by-Section Analysis
The following section-by-section
analysis discusses the sections that are
being modified as a result of this final
rulemaking.
Section 50.8(b)—Information collection
requirements: OMB approval
This paragraph is modified to include
the amended information collection
requirements as a result of this final
rule.
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Section 50.61—Fracture toughness
requirements for protection against
pressurized thermal shock events
Section 50.61 contains the current
requirements for PTS screening limits
and embrittlement correlations.
Paragraph (b) of this section is modified
to reference § 50.61a as a voluntary
alternative to compliance with the
requirements of § 50.61. No changes are
made to the current PTS screening
criteria, embrittlement correlations, or
any other related requirements in this
section.
Section 50.61a—Alternate fracture
toughness requirements for protection
against pressurized thermal shock
events
A new § 50.61a is added. Section
50.61a contains PTS screening limits
based on updated probabilistic fracture
mechanics analyses. This section
provides requirements on PTS
analogous to that of § 50.61, fracture
toughness requirements for protection
against PTS events for PWRs. However,
§ 50.61a differs extensively in how the
licensee determines the resistance to
fractures initiating from different flaws
at different locations in the vessel
beltline, as well as in the fracture
toughness screening criteria. The final
rule requires quantifying PTS reference
temperatures (RTMAX–X) for flaws along
axial weld fusion lines, plates, forgings,
and circumferential weld fusion lines,
and comparing the quantified value
against the RTMAX–X screening criteria.
Although comparing quantified values
to the screening criteria is also required
by the current § 50.61, the new § 50.61a
provides screening criteria that vary
depending on material product form
and vessel wall thickness. Further, the
embrittlement correlation and the
method of calculation of RTMAX–X
values in § 50.61a differ significantly
from that in § 50.61 as described in the
technical basis for this rule. The new
embrittlement correlation was
developed using multivariable surfacefitting techniques based on pattern
recognition, understanding of the
underlying physics, and engineering
judgment. The embrittlement database
used for this analysis was derived
primarily from reactor vessel material
surveillance data from operating
reactors that are contained in the Power
Reactor Embrittlement Data Base (PR–
EDB) developed at Oak Ridge National
Laboratory. The updated RTMAX–X
estimation procedures provide a better
(compared to the existing regulation)
method for estimating the fracture
toughness of reactor vessel materials
over the lifetime of the plant. However,
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if extensive mixed oxide (MOX) fuels
with a high plutonium component are to
be used, the neutron irradiation of the
vessel material will contain more
neutrons per unit energy produced and
those neutrons will have higher
energies. Extensive use of MOX fuel
would result in a change in the Reactor
Core Fuel Assembly (RCFA) design.
Thus, in accordance to § 50.90, licensees
are required to submit a license
amendment before changing the RCFA
design. The § 50.61a final rule requires
that licensees verify an appropriate
RTMAX–X value has been calculated for
each reactor vessel beltline material
considering plant-specific information
that could affect the use of the model.
A licensee using MOX fuel would use
its surveillance data to meet the
requirements of § 50.61a and must
justify the applicability of the model
expressed by Equations 5, 6, and 7 listed
in the final rule.
Section 50.61a(a)
This paragraph contains definitions
for terms used in § 50.61a. It explains
that terms defined in § 50.61 have the
same meaning in § 50.61a, unless
otherwise noted.
Section 50.61a(b)
This paragraph sets forth the
applicability of the final rule and
specifies that its provisions apply only
to those holders of operating licenses
whose construction permits were issued
before February 3, 2010, and whose
reactor vessels were designed and
fabricated to the 1998 Edition or earlier
of the ASME Code. Both elements must
be satisfied in order for a licensee to
take advantage of § 50.61a. The rule
does not apply to any combined license
issued under Part 52 for two reasons: (1)
the combined license would be issued
after February 3, 2010, and (2) none of
the reactor vessels for the nuclear power
reactors covered by these combined
licenses would have been designed and
fabricated to the 1998 Edition or earlier
of the ASME Code. The same logic also
explains why § 50.61a would not apply
to any design certification or
manufacturing license issued under
Part 52.
Section 50.61a(c)
This paragraph establishes the
requirements governing NRC approval
of a licensee’s use of § 50.61a. The
licensee has to make a formal request to
the NRC via a license amendment, and
would only be allowed to implement
§ 50.61a upon NRC approval. The
license amendment request must
provide information that includes: (1)
Calculations of the values of RTMAX–X
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values as required by § 50.61a(c)(1); (2)
examination and assessment of flaws
discovered by ASME Code inspections
as required by § 50.61a(c)(2); and (3)
comparison of the RTMAX–X values
against the applicable screening criteria
as required by § 50.61a(c)(3). In doing
so, the licensee also would be required
to use §§ 50.61a(e), (f) and (g) to perform
the necessary calculations, comparisons,
examinations, assessments, and
analyses.
Section 50.61a(d)
This paragraph defines the
requirements for subsequent
examinations and flaw assessments after
initial approval to use § 50.61a has been
obtained under the requirements of
§ 50.61a(c). It also defines the required
compensatory measures or analyses to
be taken if a licensee determines that
the screening criteria will be exceeded.
Paragraph (d)(1) defines the
requirements for subsequent RTMAX–X
assessments consistent with the
requirements of §§ 50.61a(c)(1) and
(c)(3). Paragraph (d)(2) defines the
requirements for subsequent
examination and flaw assessments using
the requirements of § 50.61a(e).
Paragraphs (d)(3) through (d)(7) define
the requirements for implementing
compensatory measures or plantspecific analyses should the value of
RTMAX–X be projected to exceed the PTS
screening criteria in Table 1 of this
section.
Section 50.61a(e)
This paragraph defines the
requirements for verifying that the PTS
screening criteria in § 50.61a are
applicable to a particular reactor vessel.
The final rule requires that the
verification be based on an analysis of
test results from ultrasonic examination
of the reactor vessel beltline materials
required by ASME Code, Section XI.
Section 50.61a(e)(1)
This paragraph establishes limits on
flaw density and size distributions
within the volume described in ASME
Code, Section XI, Figures IWB–2500–1
and IWB–2500–2, and limited to a depth
of approximately 1 inch from the cladto-base metal interface or 10 percent of
the vessel thickness, whichever is
greater. Flaws in this inspection volume
contribute approximately 97 to 99
percent to the TWCF at the screening
limit.
The verification shall be performed
line-by-line for Tables 2 and 3. For
example, for the second line in Table 2,
the licensee would tabulate all of the
flaws detected in the relevant inspection
volume in welds and would tally the
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number that have through-wall extents
between the minimum (TWEMIN) and
maximum (TWEMAX) values for line 2
(0.075 inches and 0.475 inches), would
divide that total number by the number
of thousands of inches of weld length
examined to get a density, and would
compare the resulting density to the
limit in line 2, column 3 (which is
166.70 flaws per 1000 inches of weld
metal). The licensee would then
perform a similar analysis for line 3 in
Table 2 by tallying the number of the
flaws that have through-wall extents
between the TWEMIN and TWEMAX
values for line 3 (0.125 inches and 0.475
inches), would divide the total number
by the number of thousands of inches of
weld length examined to get a density,
and would compare the resulting
density to the limit in line 3, column 3
(which is 90.80 flaws per 1000 inches of
weld metal). This process would be
repeated for each line in the tables.
This paragraph allows licensees to
adjust test results from the volumetric
examination to account for the effects of
NDE-related uncertainties. If test data is
adjusted to account for NDE-related
uncertainties, the methodology and
statistical data used to account for these
uncertainties must be submitted for
review and approval by the Director of
NRR.
This paragraph also states that if the
licensee’s flaw density and size
distribution exceeds the values in
Tables 2 and 3, a neutron fluence map
would have to be submitted in
accordance with § 50.61a(e)(6).
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Sections 50.61a(e)(1)(i) and (e)(1)(ii)
These paragraphs describe the flaw
density limits for welds and for plates
and forgings, respectively.
Section 50.61a(e)(1)(iii)
This paragraph describes the specific
ultrasonic examination information to
be submitted to the NRC. This
paragraph establishes the documenting
requirement for axial and
circumferential flaws with a throughwall extent equal to or greater than
0.075 inches. Licensees must document
indications that have been observed
through ultrasonic inspections intended
to locate axially-oriented flaws as
‘‘axial’’ (i.e., an axial flaw would be one
identified by an ultrasonic transducer
oriented in the circumferential
direction). All other indications may be
categorized as ‘‘circumferential.’’ The
NRC will use this information to
evaluate whether plant-specific
information gathered in accordance
with this rule suggests that the NRC
should generically re-examine the
technical basis for the rule.
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Section 50.61a(e)(2)
This paragraph requires that licensees
verify that clad-to-base metal interface
flaws do not open to the inside surface
of the vessel. These types of flaws could
have a substantial effect on the TWCF.
Section 50.61a(e)(3)
This paragraph establishes limits for
flaws that are between the clad-to-base
metal interface and three-eights of the
reactor vessel wall thickness from the
interior surface. Flaws exceeding these
limits could affect the TWCF. Flaws
greater than three-eights of the reactor
vessel wall thickness from the interior
surface of the reactor vessel thickness
do not contribute to the TWCF at the
screening limit.
Section 50.61a(e)(4)
This paragraph establishes
requirements to be met if flaws exceed
the limits in §§ 50.61a(e)(1) and (e)(3),
or open to the inside surface of the
reactor vessel. This section requires an
analysis to demonstrate that the reactor
vessel would have a TWCF of less than
1 × 10¥6 per reactor year. The analysis
could be a complete, plant-specific,
probabilistic fracture mechanics
analysis or could be a simplified
analysis of flaw size, orientation,
location and embrittlement to
demonstrate that the actual flaws in the
reactor vessel are not in locations, and/
or do not have orientations, that would
cause the TWCF to be greater than 1 ×
10¥6 per reactor year. With specific
regard to circumferentially-oriented
flaws that exceed the limits of
§§ 50.61a(e)(1) and (e)(3), it may be
noted that even if a reactor pressure
vessel has a circumferential weld at the
RTMAX–CW limits of Table 1, this weld
only contributes 1 × 10¥8 per reactor
year to the TWCF predicted for the
vessel. Licensees must comply with this
if the requirements of §§ 50.61a(e)(1),
(e)(2), and (e)(3) are not satisfied.
Section 50.61a(e)(5)
This paragraph describes the critical
parameters to be addressed if flaws
exceed the limits in §§ 50.61a(e)(1) and
(e)(3) or if the flaws would open to the
inside surface of the reactor vessel. This
paragraph will be required to be
implemented if the requirements of
§§ 50.61a(e)(1), (e)(2), and (e)(3) are not
satisfied.
Section 50.61a(e)(6)
This paragraph establishes the
requirements for submitting a neutron
fluence map if the flaw density and
sizes are greater than those specified in
Tables 2 and 3. Regulatory Guide 1.190
provides an acceptable methodology for
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19
determining the reactor vessel neutron
fluence.
Section 50.61a(f)(1) through (f)(5)
These paragraphs define the process
for calculating the values for the
material properties (i.e., RTMAX–X) for a
particular reactor vessel. These values
are based on the vessel’s copper,
manganese, phosphorus, and nickel
weight percentages, reactor cold leg
temperature, and neutron flux and
fluence values, as well as the
unirradiated RTNDT of the product form
in question.
Section 50.61a(f)(6)
This paragraph requires licensees to
consider the plant-specific information
that could affect the use of the
embrittlement model established in the
final rule.
Section 50.61a(f)(6)(i)
This paragraph establishes the
requirements to perform data checks to
determine if the surveillance data show
a significantly different trend than what
the embrittlement model in this rule
predicts. Licensees are required to
evaluate the surveillance for consistency
with the embrittlement model by
following the procedures specified by
§§ 50.61a(f)(6)(ii), (f)(6)(iii), and
(f)(6)(iv).
Section 50.61a(f)(6)(ii)
This paragraph establishes the
requirements to perform an estimate of
the mean deviation of the surveillance
data set from the embrittlement model.
The mean deviation for the surveillance
data set must be compared to values
given in Table 5 or Equation 10. The
surveillance data analysis must follow
the criteria in §§ 50.61a(f)(6)(v) and
(f)(6)(vi).
Section 50.61a(f)(6)(iii)
This paragraph establishes the
requirements to estimate the slope of the
embrittlement model residuals (i.e., the
difference between the measured and
predicted value for a specific data
point). The licensee must estimate the
slope using Equation 11 and compare
this value to the maximum permissible
value in Table 6. This surveillance data
analysis must follow the criteria in
§§ 50.61a(f)(6)(v) and (f)(6)(vi).
Section 50.61a(f)(6)(iv)
This paragraph establishes the
requirements to estimate an outlier
deviation from the embrittlement model
for the specific data set using Equations
8 and 12. The licensee must compare
the normalized residuals to the
allowable values in Table 7. This
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surveillance data analysis must follow
the criteria in §§ 50.61a(f)(6)(v) and
(f)(6)(vi).
Section 50.61a(f)(6)(v)
This paragraph establishes the criteria
to be satisfied in order to calculate the
DT30 shift values.
Section 50.61a(f)(6)(vi)
This paragraph establishes the actions
to be taken by a licensee if the criteria
in § 50.61a(f)(6)(v) are not met. The
licensee must submit an evaluation of
the surveillance data and propose
values for DT30, considering their plantspecific surveillance data, for review
and approval by the Director of NRR.
The licensee must submit an evaluation
of each surveillance capsule removed
from the vessel after the submittal of the
initial application for review and
approval by the Director of NRR no later
than 2 years after the capsule is
withdrawn from the vessel.
Section 50.61a(g)
This paragraph provides the necessary
equations and variables required by
§ 50.61a(f). These equations were
calibrated to the surveillance database
collected in accordance with the
requirements of 10 CFR part 50,
Appendix H. This database contained
data occupying the range of variables
detailed in the table below.
Values characterizing the surveillance database
Variable
Symbol
Units
Average
jt
j
T
Cu
Ni
Mn
P
Neutron Fluence (E>1MeV) ....................
Neutron Flux (E>1MeV) ..........................
Irradiation Temperature ...........................
Copper content ........................................
Nickel content ..........................................
Manganese content .................................
Phosphorus content ................................
n/cm 2
n/cm 2/sec
°F
weight %
weight %
weight %
weight %
Tables 1 through 7
V. Availability of Documents
Table 1 provides the PTS screening
criteria for comparison with the
licensee’s calculated RTMAX–X values.
Tables 2 and 3 provide values to be used
in § 50.61a(e). Tables 4 through 7
provide values to be used in § 50.61a(f).
The documents identified below are
available to interested persons through
one or more of the following methods,
as indicated.
Public Document Room (PDR). The
NRC PDR is located at 11555 Rockville
Pike, Rockville, Maryland 20852.
Standard
deviation
Minimum
Maximum
1.24E+19
8.69E+10
545
0.140
0.56
1.31
0.012
1.19E+19
9.96E+10
11
0.084
0.23
0.26
0.004
9.26E+15
2.62E+08
522
0.010
0.04
0.58
0.003
1.07E+20
1.63E+12
570
0.410
1.26
1.96
0.031
Regulations.gov (Web). These
documents may be viewed and
downloaded electronically through the
Federal eRulemaking Portal https://
www.regulations.gov, Docket number
NRC–2007–0008.
NRC’s Electronic Reading Room
(ERR). The NRC’s public electronic
reading room is located at www.nrc.gov/
reading-rm.html.
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Document
PDR
Federal Register Notice—Proposed Rule: Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events (RIN 3150–AI01), 72 FR 56275, October 3, 2007.
Regulatory History for RIN 3150–AI01, Proposed Rulemaking Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events.
Letter from Thomas P. Harrall, Jr., dated December 17, 2007, ‘‘Comments on Proposed Rule 10
CFR 50, Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal
Shock Events, RIN 3150–AI01’’ [Identified as Duke].
Letter from Jack Spanner, dated December 17, 2007, ‘‘10 CFR 50.55a Proposed Rulemaking Comments RIN 3150–AI01’’ [Identified as EPRI].
Letter from James H. Riley, dated December 17, 2007, ‘‘Proposed Rulemaking—Alternate Fracture
Toughness Requirements for Protection Against Pressurized Thermal Shock Events (RIN 3150–
AI01), 72 FR 56275, October 3, 2007’’ [Identified as NEI].
Letter from Melvin L. Arey, dated December 17, 2007, ‘‘Transmittal of PWROG Comments on the
NRC Proposed Rule on Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events, RIN 3150–AI01, PA–MSC–0232’’ [Identified as PWROG].
Letter from T. Moser, dated December 17, 2007, ‘‘Strategic Teaming and Resource Sharing
(STARS) Comments on RIN 3150–AI01, Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events, 72 FR 56275 (October 3,2007)’’ [Identified as
STARS].
Federal Register Notice—Supplemental Proposed Rule: Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events (RIN 3150–AI01), 73 FR 46557
August 11, 2008.
Supplemental Regulatory Analysis ..........................................................................................................
x
Supplemental OMB Supporting Statement .............................................................................................
x
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ML072750659
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ML073521542
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ML073521545
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NRC–2007–
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NRC–2007–
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ML073610558
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Document
PDR
Regulatory History Related to Supplemental Proposed Rule: Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events, 10 CFR 50.61a (RIN 3150-AI01).
E-mail from Todd A. Henderson, FENOC, dated September 15, 2008, ‘‘RIN 3150-AI01: Comments
on Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock
Events’’ [Identified as FENOC].
Letter from Dennis E. Buschbaum, dated September 9, 2008, ‘‘Transmittal of PWROG Additional
Comments on the NRC ‘Proposed Rule on Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events’, RIN 3150–AI01, PA–MSC0421’’ [Identified as
PWROG2].
Letter from Jack Spanner, dated September 10, 2008, ‘‘Proposed Rulemaking Comments RIN
3150–AI01’’ [Identified as EPRI2].
‘‘Statistical Procedures for Assessing Surveillance Data for 10 CFR Part 50.61a’’ ...............................
‘‘A Physically Based Correlation of Irradiation Induced Transition Temperature Shifts for RPV Steel’’
NUREG–1806, ‘‘Technical Basis for Revision of the Pressurized Thermal Shock (PTS) Screening
Limits in the PTS Rule (10 CFR 50.61): Summary Report’’.
NUREG–1874, ‘‘Recommended Screening Limits for Pressurized Thermal Shock (PTS)’’ ..................
Memorandum from Elliot to Mitchell, dated April 3, 2007, ‘‘Development of Flaw Size Distribution Tables for Draft Proposed Title 10 of the Code of Federal Regulations (10 CFR) 50.61a’’.
Memo from J. Uhle, dated May 15, 2008, ‘‘Embrittlement Trend Curve Development for Reactor
Pressure Vessel Materials’’.
Draft ‘‘Technical Basis for Revision of Regulatory Guide 1.99: NRC Guidance on Methods to Estimate the Effects of Radiation Embrittlement on the Charpy V-Notch Impact Toughness of Reactor
Vessel Materials’’.
‘‘Comparison of the Predictions of RM–9 to the IVAR and RADAMO Databases’’ ...............................
Memo from M. Erickson Kirk, dated December 12, 2007, ‘‘New Data from Boiling Water Reactor
Vessel Integrity Program (BWRVIP) Integrated Surveillance Project (ISP)’’.
‘‘Further Evaluation of High Fluence Data’’ .............................................................................................
Regulatory Guide (RG) 1.154, ‘‘Format and Content of Plant-Specific Pressurized Thermal Shock
Analysis Reports for Pressurized Water Reactors’’.
Final OMB Supporting Statement Related to Final Rule: Alternate Fracture Toughness Requirements
for Protection Against Pressurized Thermal Shock Events, 10 CFR 50.61a (RIN 3150–AI01).
Regulatory Analysis Related to Final Rule: Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events, 10 CFR 50.61a (RIN 3150–AI01).
Summary and Analysis of Public Comments Related to the Alternate Fracture Toughness Requirements for Protection Against Pressurized Thermal Shock Events.
x
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VI. Agreement State Compatibility
Under the ‘‘Policy Statement on
Adequacy and Compatibility of
Agreement States Programs,’’ approved
by the Commission on June 20, 1997,
and published in the Federal Register
(62 FR 46517) on September 3, 1997,
this rule is classified as compatibility
category ‘‘NRC.’’ Agreement State
Compatibility is not required for
Category ‘‘NRC’’ regulations. The NRC
program elements in this category are
those that relate directly to areas of
regulation reserved to the NRC by the
Atomic Energy Act or the provisions of
Title 10 of the Code of Federal
Regulations. Although an Agreement
State may not adopt program elements
reserved to NRC, it may wish to inform
its licensees of certain requirements via
a mechanism that is consistent with the
particular State’s administrative
procedure laws. Category ‘‘NRC’’
regulations do not confer regulatory
authority on the State.
VII. Voluntary Consensus Standards
The National Technology Transfer
and Advancement Act of 1995, Public
Law 104–113, requires that Federal
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16:57 Dec 31, 2009
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agencies use technical standards that are
developed or adopted by voluntary
consensus standards bodies unless
using such a standard is inconsistent
with applicable law or is otherwise
impractical.
The NRC determined that there is
only one technical standard developed
that could be used for characterizing the
embrittlement correlations. That
standard is the American Society for
Testing and Materials (ASTM) standard
E–900, ‘‘Standard Guide for Predicting
Radiation-Induced Temperature
Transition Shift in Reactor Vessel
Materials.’’ This standard contains a
different embrittlement correlation than
that of this final rule. However, the
correlation developed by the NRC has
been more recently calibrated to
available data. As a result, ASTM
standard E–900 is not a practical
candidate for application in the
technical basis for the final rule because
it does not represent the broad range of
conditions necessary to justify a
revision to the regulations.
The ASME Code requirements are
used as part of the volumetric
examination analysis requirements of
the final rule. ASTM Standard Practice
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Web
21
ERR (ADAMS)
ML082740222
x
NRC–2007–
008
NRC–2007–
0008
x
NRC–2007–
0008
ML082550705
x
NRC–2007–
0008
ML082550710
ML082600288
x
x
x
ML081290654
ML081000630
ML061580318
x
x
ML070860156
ML070950392
x
ML081120253
x
ML081120289
x
x
ML081120365
ML081120380
x
x
ML081120600
ML003740028
x
x
x
NRC–2007–
0008
NRC–2007–
0008
NRC–2007–
0008
ML092710534
ML092710544
ML092710402
E 185, ‘‘Standard Practice for
Conducting Surveillance Tests for LightWater Cooled Nuclear Power Reactor
Vessels,’’ is incorporated by reference in
10 CFR part 50, Appendix H and used
to determine 30-foot-pound transition
temperatures. These standards were
selected for use in the final rule based
on their use in other regulations within
10 CFR part 50 and their applicability
to the subject of the desired
requirements.
VIII. Finding of No Significant
Environmental Impact: Availability
The Commission has determined
under the National Environmental
Policy Act of 1969, as amended, and the
Commission’s regulations in 10 CFR
part 51, Subpart A, that this rule is not
a major Federal action significantly
affecting the quality of the human
environment and, therefore, an
environmental impact statement is not
required.
The determination of this
environmental assessment is that there
will be no significant offsite impact to
the public from this action. Section
50.61a would maintain the same
functional requirements for the facility
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mstockstill on DSKH9S0YB1PROD with RULES
as the existing PTS rule in § 50.61. This
final rule establishes screening criteria,
limiting levels of embrittlement beyond
which plant operation cannot continue
without further plant-specific
evaluation or modifications. This
provides reasonable assurance that
licensees operating below the screening
criteria could endure a PTS event
without fracture of vessel materials,
thus assuring integrity of the reactor
pressure vessel. In addition, the final
rule is risk-informed and sufficient
safety margins are maintained to ensure
that any potential increases in core
damage frequency and large early
release frequency resulting from
implementation of § 50.61a are
negligible. The final rule will not
significantly increase the probability or
consequences of accidents, result in
changes being made in the types of any
effluents that may be released off site, or
result in a significant increase in
occupational or public radiation
exposure. Therefore, there are no
significant radiological environmental
impacts associated with this final rule.
Nonradiological plant effluents are not
affected as a result of this final rule.
The NRC requested the views of the
States on the environmental assessment
for this rule. No comments were
received. Therefore, the environmental
assessment determination published on
October 3, 2007 (72 FR 56275) remains
unchanged.
IX. Paperwork Reduction Act
Statement
This final rule contains new or
amended information collection
requirements contained in 10 CFR part
50, that are subject to the Paperwork
Reduction Act of 1995 (44 U.S.C. 3501,
et seq.). These requirements were
approved by the Office of Management
and Budget (OMB), approval number
3150–0011.
The burden to PWR licensees using
the requirements of 10 CFR 50.61a in
lieu of the requirements of 10 CFR 50.61
for these information collections is
estimated to average 363 hours per
response. This includes the time for
reviewing instructions, searching
existing data sources, gathering and
maintaining the data needed, and
completing and reviewing the
information collection.
Send comments on any aspect of
these information collections, including
suggestions for reducing the burden, to
the Records and FOIA/Privacy Services
Branch (T–5 F53), U.S. Nuclear
Regulatory Commission, Washington,
DC 20555–0001, or by e-mail to
INFOCOLLECTS.Resource@nrc.gov; and
to the Desk Officer, Office of
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16:57 Dec 31, 2009
Jkt 220001
Information and Regulatory Affairs,
NEOB–10202, (3150–0011), Office of
Management and Budget, Washington,
DC 20503, or by e-mail to
ChristineJ.Kymn@omb.eop.gov.
Public Protection Notification
The NRC may not conduct or sponsor,
and a person is not required to respond
to, a request for information or an
information collection requirement
unless the requesting document
displays a currently valid OMB control
number.
X. Regulatory Analysis
The NRC has prepared a regulatory
analysis of this regulation. The analysis
examines the costs and benefits of the
alternatives considered by the NRC. The
NRC concluded that implementing the
final rule would provide savings to
licensees projected to exceed the PTS
screening criteria established in § 50.61
in their plant lifetimes. Availability of
the regulatory analysis is provided in
Section V, ‘‘Availability of Documents’’
of this document. No public comments
were received on the proposed or
supplemental regulatory analyses.
XI. Regulatory Flexibility Act
Certification
In accordance with the Regulatory
Flexibility Act (5 U.S.C. 605(b)), the
NRC certifies that this rule would not
have a significant economic impact on
a substantial number of small entities.
This final rule would affect only the
licensing and operation of currently
operating nuclear power plants. The
companies that own these plants do not
fall within the scope of the definition of
‘‘small entities’’ set forth in the
Regulatory Flexibility Act or the size
standards established by the NRC (10
CFR 2.810).
XII. Backfit Analysis
The NRC has determined that the
requirements in this final rule would
not constitute backfitting as defined in
10 CFR 50.109(a)(1). Therefore, a backfit
analysis has not been prepared for this
rule.
The requirements of the current PTS
rule, 10 CFR 50.61, would continue to
apply to all PWR licensees and would
not change as a result of this final rule.
The requirements of the alternate PTS
rule would not be required, but could be
used by current PWR licensees at their
option. Current PWR licensees choosing
to implement the alternate PTS rule are
required to comply with its
requirements as an alternative to
complying with the requirements of the
current PTS rule. Because the alternate
PTS rule would not be mandatory for
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any PWR licensee, but rather could be
voluntarily implemented, the NRC has
determined that this rulemaking would
not constitute backfitting.
XIII. Congressional Review Act
Under the Congressional Review Act
of 1996, the NRC has determined that
this action is not a major rule and has
verified this determination with the
Office of Information and Regulatory
Affairs of the OMB.
List of Subjects for 10 CFR Part 50
Antitrust, Classified information,
Criminal penalties, Fire protection,
Intergovernmental relations, Nuclear
power plants and reactors, Radiation
protection, Reactor siting criteria,
Reporting and recordkeeping
requirements.
■ For the reasons set out in the
preamble and under the authority of the
Atomic Energy Act of 1954, as amended;
the Energy Reorganization Act of 1974,
as amended; and 5 U.S.C. 552 and 553;
the NRC is adopting the following
amendments to 10 CFR part 50.
PART 50—DOMESTIC LICENSING OF
PRODUCTION AND UTILIZATION
FACILITIES
1. The authority citation for Part 50
continues to read as follows:
■
Authority: Secs. 102, 103, 104, 105, 161,
182, 183, 186, 189, 68 Stat. 936, 937, 938,
948, 953, 954, 955, 956, as amended, sec.
234, 83 Stat. 444, as amended (42 U.S.C.
2132, 2133, 2134, 2135, 2201, 2232, 2233,
2236, 2239, 2282); secs. 201, as amended,
202, 206, 88 Stat. 1242, as amended, 1244,
1246 (42 U.S.C. 5841, 5842, 5846); sec. 1704,
112 Stat. 2750 (44 U.S.C. 3504 note); Energy
policy Act of 2005, Pub. L. No. 109–58, 119
Stat. 194 (2005). Section 50.7 also issued
under Pub. L. 95–601, sec. 10, 92 Stat. 2951
as amended by Pub. L. 102–486, sec. 2902,
106 Stat. 3123 (42 U.S.C. 5841). Section 50.10
also issued under secs. 101, 185, 68 Stat. 955,
as amended (42 U.S.C. 2131, 2235); sec. 102,
Pub. L. 91–190, 83 Stat. 853 (42 U.S.C. 4332).
Sections 50.13, 50.54(dd), and 50.103 also
issued under sec. 108, 68 Stat. 939, as
amended (42 U.S.C. 2138).
Sections 50.23, 50.35, 50.55, and 50.56 also
issued under sec. 185, 68 Stat. 955 (42 U.S.C.
2235). Sections 50.33a, 50.55a and Appendix
Q also issued under sec. 102, Pub. L. 91–190,
83 Stat. 853 (42 U.S.C. 4332). Sections 50.34
and 50.54 also issued under sec. 204, 88 Stat.
1245 (42 U.S.C. 5844). Sections 50.58, 50.91,
and 50.92 also issued under Pub. L. 97–415,
96 Stat. 2073 (42 U.S.C. 2239). Section 50.78
also issued under sec. 122, 68 Stat. 939 (42
U.S.C. 2152). Sections 50.80—50.81 also
issued under sec. 184, 68 Stat. 954, as
amended (42 U.S.C. 2234). Appendix F also
issued under sec. 187, 68 Stat. 955 (42 U.S.C.
2237).
2. Section 50.8(b) is revised to read as
follows:
■
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Federal Register / Vol. 75, No. 1 / Monday, January 4, 2010 / Rules and Regulations
§ 50.8 Information collection
requirements: OMB approval.
*
*
*
*
*
(b) The approved information
collection requirements contained in
this part appear in §§ 50.30, 50.33,
50.34, 50.34a, 50.35, 50.36, 50.36a,
50.36b, 50.44, 50.46, 50.47, 50.48, 50.49,
50.54, 50.55, 50.55a, 50.59, 50.60, 50.61,
50.61a, 50.62, 50.63, 50.64, 50.65, 50.66,
50.68, 50.69, 50.70, 50.71, 50.72, 50.74,
50.75, 50.80, 50.82, 50.90, 50.91, 50.120,
and appendices A, B, E, G, H, I, J, K, M,
N,O, Q, R, and S to this part.
*
*
*
*
*
3. In § 50.61, paragraph (b)(1) is
revised to read as follows:
■
§ 50.61 Fracture toughness requirements
for protection against pressurized thermal
shock events.
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*
*
*
*
*
(b) Requirements. (1) For each
pressurized water nuclear power reactor
for which an operating license has been
issued under this part or a combined
license issued under Part 52 of this
chapter, other than a nuclear power
reactor facility for which the
certification required under § 50.82(a)(1)
has been submitted, the licensee shall
have projected values of RTPTS or
RTMAX–X, accepted by the NRC, for each
reactor vessel beltline material. For
pressurized water nuclear power
reactors for which a construction permit
was issued under this part before
February 3, 2010 and whose reactor
vessel was designed and fabricated to
the 1998 Edition or earlier of the ASME
Code, the projected values must be in
accordance with this section or § 50.61a.
For pressurized water nuclear power
reactors for which a construction permit
is issued under this part after February
3, 2010 and whose reactor vessel is
designed and fabricated to an ASME
Code after the 1998 Edition, or for
which a combined license is issued
under Part 52, the projected values must
be in accordance with this section.
When determining compliance with this
section, the assessment of RTPTS must
use the calculation procedures
described in paragraph (c)(1) and
perform the evaluations described in
paragraphs (c)(2) and (c)(3) of this
section. The assessment must specify
the bases for the projected value of
RTPTS for each vessel beltline material,
including the assumptions regarding
core loading patterns, and must specify
the copper and nickel contents and the
fluence value used in the calculation for
each beltline material. This assessment
must be updated whenever there is a
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19:06 Dec 31, 2009
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significant 2 change in projected values
of RTPTS, or upon request for a change
in the expiration date for operation of
the facility.
*
*
*
*
*
4. Section 50.61a is added to read as
follows:
■
§ 50.61a Alternate fracture toughness
requirements for protection against
pressurized thermal shock events.
(a) Definitions. Terms in this section
have the same meaning as those
presented in 10 CFR 50.61(a), with the
exception of the term ‘‘ASME Code.’’
(1) ASME Code means the American
Society of Mechanical Engineers Boiler
and Pressure Vessel Code, Section III,
Division I, ‘‘Rules for the Construction
of Nuclear Power Plant Components,’’
and Section XI, Division I, ‘‘Rules for
Inservice Inspection of Nuclear Power
Plant Components,’’ edition and
addenda and any limitations and
modifications thereof as specified in
§ 50.55a.
(2) RTMAX–AW means the material
property which characterizes the reactor
vessel’s resistance to fracture initiating
from flaws found along axial weld
fusion lines. RTMAX–AW is determined
under the provisions of paragraph (f) of
this section and has units of °F.
(3) RTMAX–PL means the material
property which characterizes the reactor
vessel’s resistance to fracture initiating
from flaws found in plates in regions
that are not associated with welds found
in plates. RTMAX–PL is determined under
the provisions of paragraph (f) of this
section and has units of °F.
(4) RTMAX–FO means the material
property which characterizes the reactor
vessel’s resistance to fracture initiating
from flaws in forgings that are not
associated with welds found in forgings.
RTMAX–FO is determined under the
provisions of paragraph (f) of this
section and has units of °F.
(5) RTMAX–CW means the material
property which characterizes the reactor
vessel’s resistance to fracture initiating
from flaws found along the
circumferential weld fusion lines.
RTMAX–CW is determined under the
provisions of paragraph (f) of this
section and has units of °F.
(6) RTMAX–X means any or all of the
material properties RTMAX–AW,
RTMAX–PL, RTMAX–FO, RTMAX–CW, or sum
of RTMAX–AW and RTMAX–PL, for a
particular reactor vessel.
2 Changes to RT
PTS values are considered
significant if either the previous value or the
current value, or both values, exceed the screening
criterion before the expiration of the operating
license or the combined license under Part 52 of
this chapter, including any renewed term, if
applicable for the plant.
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23
(7) jt means fast neutron fluence for
neutrons with energies greater than 1.0
MeV. jt is utilized under the provisions
of paragraph (g) of this section and has
units of n/cm2.
(8) j means average neutron flux for
neutrons with energies greater than 1.0
MeV. j is utilized under the provisions
of paragraph (g) of this section and has
units of n/cm2/sec.
(9) ΔT30 means the shift in the Charpy
V-notch transition temperature at the 30
ft-lb energy level produced by
irradiation. The DT30 value is utilized
under the provisions of paragraph (g) of
this section and has units of °F.
(10) Surveillance data means any data
that demonstrates the embrittlement
trends for the beltline materials,
including, but not limited to,
surveillance programs at other plants
with or without a surveillance program
integrated under 10 CFR part 50,
appendix H.
(11) TC means cold leg temperature
under normal full power operating
conditions, as a time-weighted average
from the start of full power operation
through the end of licensed operation.
TC has units of °F.
(12) CRP means the copper rich
precipitate term in the embrittlement
model from this section. The CRP term
is defined in paragraph (g) of this
section.
(13) MD means the matrix damage
term in the embrittlement model for this
section. The MD term is defined in
paragraph (g) of this section.
(b) Applicability. The requirements of
this section apply to each holder of an
operating license for a pressurized water
nuclear power reactor whose
construction permit was issued before
February 3, 2010 and whose reactor
vessel was designed and fabricated to
the ASME Boiler and Pressure Vessel
Code, 1998 Edition or earlier. The
requirements of this section may be
implemented as an alternative to the
requirements of 10 CFR 50.61.
(c) Request for Approval. Before the
implementation of this section, each
licensee shall submit a request for
approval in the form of an application
for a license amendment in accordance
with § 50.90 together with the
documentation required by paragraphs
(c)(1), (c)(2), and (c)(3) of this section for
review and approval by the Director of
the Office of Nuclear Reactor Regulation
(Director). The application must be
submitted for review and approval by
the Director at least three years before
the limiting RTPTS value calculated
under 10 CFR 50.61 is projected to
exceed the PTS screening criteria in 10
CFR 50.61 for plants licensed under this
part.
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Federal Register / Vol. 75, No. 1 / Monday, January 4, 2010 / Rules and Regulations
(1) Each licensee shall have projected
values of RTMAX–X for each reactor
vessel beltline material for the EOL
fluence of the material. The assessment
of RTMAX–X values must use the
calculation procedures given in
paragraphs (f) and (g) of this section.
The assessment must specify the bases
for the projected value of RTMAX–X for
each reactor vessel beltline material,
including the assumptions regarding
future plant operation (e.g., core loading
patterns, projected capacity factors); the
copper (Cu), phosphorus (P), manganese
(Mn), and nickel (Ni) contents; the
reactor cold leg temperature (TC); and
the neutron flux and fluence values
used in the calculation for each beltline
material. Assessments performed under
paragraphs (f)(6) and (f)(7) of this
section, shall be submitted by the
licensee to the Director in its license
amendment application to utilize
§ 50.61a.
(2) Each licensee shall perform an
examination and an assessment of flaws
in the reactor vessel beltline as required
by paragraph (e) of this section. The
licensee shall verify that the
requirements of paragraphs (e), (e)(1),
(e)(2), and (e)(3) of this section have
been met. The licensee must submit to
the Director, in its application to use
§ 50.61a, the adjustments made to the
volumetric test data to account for NDErelated uncertainties as described in
paragraph (e)(1) of this section, all
information required by paragraph
(e)(1)(iii) of this section, and, if
applicable, analyses performed under
paragraphs (e)(4), (e)(5) and (e)(6) of this
section.
(3) Each licensee shall compare the
projected RTMAX–X values for plates,
forgings, axial welds, and
circumferential welds to the PTS
screening criteria in Table 1 of this
section, for the purpose of evaluating a
reactor vessel’s susceptibility to fracture
due to a PTS event. If any of the
projected RTMAX–X values are greater
than the PTS screening criteria in Table
1 of this section, then the licensee may
propose the compensatory actions or
plant-specific analyses as required in
paragraphs (d)(3) through (d)(7) of this
section, as applicable, to justify
operation beyond the PTS screening
criteria in Table 1 of this section.
(d) Subsequent Requirements.
Licensees who have been approved to
use 10 CFR 50.61a under the
requirements of paragraph (c) of this
section shall comply with the
requirements of this paragraph.
(1) Whenever there is a significant
change in projected values of RTMAX–X,
so that the previous value, the current
value, or both values, exceed the
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16:57 Dec 31, 2009
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screening criteria before the expiration
of the plant operating license; or upon
the licensee’s request for a change in the
expiration date for operation of the
facility; a re-assessment of RTMAX–X
values documented consistent with the
requirements of paragraph (c)(1) and
(c)(3) of this section must be submitted
in the form of a license amendment for
review and approval by the Director. If
the surveillance data used to perform
the re-assessment of RTMAX–X values
meet the requirements of paragraph
(f)(6)(v) of this section, the licensee shall
submit the data and the results of the
analysis of the data to the Director for
review and approval within one year
after the capsule is withdrawn from the
vessel. If the surveillance data meet the
requirements of paragraph (f)(6)(vi) of
this section, the licensee shall submit
the data, the results of the analysis of
the data, and proposed DT30 and
RTMAX–X values considering the
surveillance data in the form of a license
amendment to the Director for review
and approval within two years after the
capsule is withdrawn from the vessel. If
the Director does not approve the
assessment of RTMAX–X values, then the
licensee shall perform the actions
required in paragraphs (d)(3) through
(d)(7) of this section, as necessary,
before operation beyond the PTS
screening criteria in Table 1 of this
section.
(2) The licensee shall verify that the
requirements of paragraphs (e), (e)(1),
(e)(2), and (e)(3) of this section have
been met. The licensee must submit,
within 120 days after completing a
volumetric examination of reactor vessel
beltline materials as required by ASME
Code, Section XI, the adjustments made
to the volumetric test data to account for
NDE-related uncertainties as described
in paragraph (e)(1) of this section and all
information required by paragraph
(e)(1)(iii) of this section in the form of
a license amendment for review and
approval by the Director. If a licensee is
required to implement paragraphs (e)(4),
(e)(5), and (e)(6) of this section, the
information required in these
paragraphs must be submitted in the
form of a license amendment for review
and approval by the Director within one
year after completing a volumetric
examination of reactor vessel materials
as required by ASME Code, Section XI.
(3) If the value of RTMAX–X is
projected to exceed the PTS screening
criteria, then the licensee shall
implement those flux reduction
programs that are reasonably practicable
to avoid exceeding the PTS screening
criteria. The schedule for
implementation of flux reduction
measures may take into account the
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schedule for review and anticipated
approval by the Director of detailed
plant-specific analyses which
demonstrate acceptable risk with
RTMAX–X values above the PTS
screening criteria due to plant
modifications, new information, or new
analysis techniques.
(4) If the analysis required by
paragraph (d)(3) of this section indicates
that no reasonably practicable flux
reduction program will prevent the
RTMAX–X value for one or more reactor
vessel beltline materials from exceeding
the PTS screening criteria, then the
licensee shall perform a safety analysis
to determine what, if any, modifications
to equipment, systems, and operation
are necessary to prevent the potential
for an unacceptably high probability of
failure of the reactor vessel as a result
of postulated PTS events. In the
analysis, the licensee may determine the
properties of the reactor vessel materials
based on available information, research
results and plant surveillance data, and
may use probabilistic fracture
mechanics techniques. This analysis
and the description of the modifications
must be submitted to the Director in the
form of a license amendment at least
three years before RTMAX–X is projected
to exceed the PTS screening criteria.
(5) After consideration of the
licensee’s analyses, including effects of
proposed corrective actions, if any,
submitted under paragraphs (d)(3) and
(d)(4) of this section, the Director may,
on a case-by-case basis, approve
operation of the facility with RTMAX–X
values in excess of the PTS screening
criteria. The Director will consider
factors significantly affecting the
potential for failure of the reactor vessel
in reaching a decision. The Director
shall impose the modifications to
equipment, systems and operations
described to meet paragraph (d)(4) of
this section.
(6) If the Director concludes, under
paragraph (d)(5) of this section, that
operation of the facility with RTMAX–X
values in excess of the PTS screening
criteria cannot be approved on the basis
of the licensee’s analyses submitted
under paragraphs (d)(3) and (d)(4) of
this section, then the licensee shall
request a license amendment, and
receive approval by the Director, before
any operation beyond the PTS screening
criteria. The request must be based on
modifications to equipment, systems,
and operation of the facility in addition
to those previously proposed in the
submitted analyses that would reduce
the potential for failure of the reactor
vessel due to PTS events, or on further
analyses based on new information or
improved methodology. The licensee
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must show that the proposed
alternatives provide reasonable
assurance of adequate protection of the
public health and safety.
(7) If the limiting RTMAX–X value of
the facility is projected to exceed the
PTS screening criteria and the
requirements of paragraphs (d)(3)
through (d)(6) of this section cannot be
satisfied, the reactor vessel beltline may
be given a thermal annealing treatment
under the requirements of § 50.66 to
recover the fracture toughness of the
material. The reactor vessel may be used
only for that service period within
which the predicted fracture toughness
of the reactor vessel beltline materials
satisfy the requirements of paragraphs
(d)(1) through (d)(6) of this section, with
RTMAX–X values accounting for the
effects of annealing and subsequent
irradiation.
(e) Examination and Flaw Assessment
Requirements. The volumetric
examination results evaluated under
paragraphs (e)(1), (e)(2), and (e)(3) of
this section must be acquired using
procedures, equipment and personnel
that have been qualified under the
ASME Code, Section XI, Appendix VIII,
Supplement 4 and Supplement 6, as
specified in 10 CFR 50.55a(b)(2)(xv).
(1) The licensee shall verify that the
flaw density and size distributions
within the volume described in ASME
Code, Section XI,1 Figures IWB–2500–1
and IWB–2500–2 and limited to a depth
from the clad-to-base metal interface of
1-inch or 10 percent of the vessel
thickness, whichever is greater, do not
exceed the limits in Tables 2 and 3 of
this section based on the test results
from the volumetric examination. The
values in Tables 2 and 3 represent
actual flaw sizes. Test results from the
volumetric examination may be
adjusted to account for the effects of
NDE-related uncertainties. The
methodology to account for NDE-related
uncertainties must be based on
statistical data from the qualification
tests and any other tests that measure
the difference between the actual flaw
size and the NDE detected flaw size.
Licensees who adjust their test data to
account for NDE-related uncertainties to
verify conformance with the values in
Tables 2 and 3 shall prepare and submit
the methodology used to estimate the
NDE uncertainty, the statistical data
used to adjust the test data and an
explanation of how the data was
analyzed for review and approval by the
Director in accordance with paragraphs
1 For forgings susceptible to underclad cracking
the determination of the flaw density for that
forging from the licensee’s inspection shall exclude
those indications identified as underclad cracks.
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(c)(2) and (d)(2) of this section. The
verification of the flaw density and size
distributions shall be performed line-byline for Tables 2 and 3. If the flaw
density and size distribution exceeds
the limitations specified in Tables 2 and
3 of this section, the licensee shall
perform the analyses required by
paragraph (e)(4) of this section. If
analyses are required in accordance
with paragraph (e)(4) of this section, the
licensee must address the effects on
through-wall crack frequency (TWCF) in
accordance with paragraph (e)(5) of this
section and must prepare and submit a
neutron fluence map in accordance with
the requirements of paragraph (e)(6) of
this section.
(i) The licensee shall determine the
allowable number of weld flaws in the
reactor vessel beltline by multiplying
the values in Table 2 of this section by
the total length of the reactor vessel
beltline welds that were volumetrically
inspected and dividing by 1000 inches
of weld length.
(ii) The licensee shall determine the
allowable number of plate or forging
flaws in their reactor vessel beltline by
multiplying the values in Table 3 of this
section by the total surface area of the
reactor vessel beltline plates or forgings
that were volumetrically inspected and
dividing by 1000 square inches.
(iii) For each flaw detected in the
inspection volume described in
paragraph (e)(1) with a through-wall
extent equal to or greater than 0.075
inches, the licensee shall document the
dimensions of the flaw, including
through-wall extent and length, whether
the flaw is axial or circumferential in
orientation and its location within the
reactor vessel, including its azimuthal
and axial positions and its depth
embedded from the clad-to-base metal
interface.
(2) The licensee shall identify, as part
of the examination required by
paragraph (c)(2) of this section and any
subsequent ASME Code, Section XI
ultrasonic examination of the beltline
welds, any flaws within the inspection
volume described in paragraph (e)(1) of
this section that are equal to or greater
than 0.075 inches in through-wall
depth, axially-oriented, and located at
the clad-to-base metal interface. The
licensee shall verify that these flaws do
not open to the vessel inside surface
using surface or visual examination
technique capable of detecting and
characterizing service induced cracking
of the reactor vessel cladding.
(3) The licensee shall verify, as part of
the examination required by paragraph
(c)(2) of this section and any subsequent
ASME Code, Section XI ultrasonic
examination of the beltline welds, that
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25
all flaws between the clad-to-base metal
interface and three-eights of the reactor
vessel thickness from the interior
surface are within the allowable values
in ASME Code, Section XI, Table IWB–
3510–1.
(4) The licensee shall perform
analyses to demonstrate that the reactor
vessel will have a TWCF of less than 1
× 10¥6 per reactor year if the ASME
Code, Section XI volumetric
examination required by paragraph
(c)(2) or (d)(2) of this section indicates
any of the following:
(i) The flaw density and size in the
inspection volume described in
paragraph (e)(1) exceed the limits in
Tables 2 or 3 of this section;
(ii) There are axial flaws that
penetrate through the clad into the low
alloy steel reactor vessel shell, at a
depth equal to or greater than 0.075
inches in through-wall extent from the
clad-to-base metal interface; or
(iii) Any flaws between the clad-tobase metal interface and three-eighths 2
of the vessel thickness exceed the size
allowable in ASME Code, Section XI,
Table IWB–3510–1.
(5) The analyses required by
paragraph (e)(4) of this section must
address the effects on TWCF of the
known sizes and locations of all flaws
detected by the ASME Code, Section XI,
Appendix VIII, Supplement 4 and
Supplement 6 ultrasonic examination
out to three-eights of the vessel
thickness from the inner surface, and
may also take into account other reactor
vessel-specific information, including
fracture toughness information.
(6) For all flaw assessments performed
in accordance with paragraph (e)(4) of
this section, the licensee shall prepare
and submit a neutron fluence map,
projected to the date of license
expiration, for the reactor vessel beltline
clad-to-base metal interface and indexed
in a manner that allows the
determination of the neutron fluence at
the location of the detected flaws.
(f) Calculation of RTMAX–X values.
Each licensee shall calculate RTMAX–X
values for each reactor vessel beltline
material using jt. The neutron flux
(j[t]), must be calculated using a
methodology that has been
benchmarked to experimental
measurements and with quantified
uncertainties and possible biases.3
2 Because flaws greater than three-eights of the
vessel wall thickness from the inside surface do not
contribute to TWCF, flaws greater than three-eights
of the vessel wall thickness from the inside surface
need not be analyzed for their contribution to PTS.
3 Regulatory Guide 1.190 dated March 2001,
establishes acceptable methods for determining
neutron flux.
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Federal Register / Vol. 75, No. 1 / Monday, January 4, 2010 / Rules and Regulations
(1) The values of RTMAX–AW,
RTMAX–PL, RTMAX–FO, and RTMAX–CW
must be determined using Equations 1
through 4 of this section. When
calculating RTMAX–AW using Equation 1,
RTMAX–AW is the maximum value of
(RTNDT(U) + DT30) for the weld and for
the adjoining plates. When calculating
RTMAX–CW using Equation 4, RTMAX–CW
is the maximum value of (RTNDT(U) +
DT30) for the circumferential weld and
for the adjoining plates or forgings.
(2) The values of DT30 must be
determined using Equations 5, 6 and 7
of this section, unless the conditions
specified in paragraph (f)(6)(v) of this
section are not met, for each axial weld,
plate, forging, and circumferential weld.
The DT30 value for each axial weld
calculated as specified by Equation 1 of
this section must be calculated for the
maximum fluence (jtAXIAL–WELD)
occurring along a particular axial weld
at the clad-to-base metal interface. The
DT30 value for each plate calculated as
specified by Equation 1 of this section
must also be calculated using the same
value of jtAXIAL–WELD used for the axial
weld. The DT30 values in Equation 1
shall be calculated for the weld itself
and each adjoining plate. The DT30
value for each plate or forging
calculated as specified by Equations 2
and 3 of this section must be calculated
for the maximum fluence (jtMAX)
occurring at the clad-to-base metal
interface over the entire area of each
plate or forging. In Equation 4, the
fluence (jtWELD–CIRC) value used for
calculating the plate, forging, and
circumferential weld DT30 value is the
maximum fluence occurring for each
material along the circumferential weld
at the clad-to-base metal interface. The
DT30 values in Equation 4 shall be
calculated for the circumferential weld
and for the adjoining plates or forgings.
If the conditions specified in paragraph
(f)(6)(v) of this section are not met,
licensees must propose DT30 and
RTMAX–X values in accordance with
paragraph (f)(6)(vi) of this section.
(3) The values of Cu, Mn, P, and Ni
in Equations 6 and 7 of this section
must represent the best estimate values
for the material. For a plate or forging,
the best estimate value is normally the
mean of the measured values for that
plate or forging. For a weld, the best
estimate value is normally the mean of
the measured values for a weld deposit
made using the same weld wire heat
number as the critical vessel weld. If
these values are not available, either the
upper limiting values given in the
material specifications to which the
vessel material was fabricated, or
conservative estimates (i.e., mean plus
one standard deviation) based on
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generic data 4 as shown in Table 4 of
this section for P and Mn, must be used.
(4) The values of RTNDT(U) must be
evaluated according to the procedures
in the ASME Code, Section III,
paragraph NB–2331. If any other
method is used for this evaluation, the
licensee shall submit the proposed
method for review and approval by the
Director along with the calculation of
RTMAX–X values required in paragraph
(c)(1) of this section.
(i) If a measured value of RTNDT(U) is
not available, a generic mean value of
RTNDT(U) for the class 5 of material must
be used if there are sufficient test results
to establish a mean.
(ii) The following generic mean values
of RTNDT(U) must be used unless
justification for different values is
provided: 0 °F for welds made with
Linde 80 weld flux; and ¥56 °F for
welds made with Linde 0091, 1092, and
124 and ARCOS B–5 weld fluxes.
(5) The value of TC in Equation 6 of
this section must represent the timeweighted average of the reactor cold leg
temperature under normal operating full
power conditions from the beginning of
full power operation through the end of
licensed operation.
(6) The licensee shall verify that an
appropriate RTMAX–X value has been
calculated for each reactor vessel
beltline material by considering plantspecific information that could affect
the use of the model (i.e., Equations 5,
6 and 7) of this section for the
determination of a material’s DT30 value.
(i) The licensee shall evaluate the
results from a plant-specific or
integrated surveillance program if the
surveillance data satisfy the criteria
described in paragraphs (f)(6)(i)(A) and
(f)(6)(i)(B) of this section:
(A) The surveillance material must be
a heat-specific match for one or more of
the materials for which RTMAX–X is
being calculated. The 30-foot-pound
transition temperature must be
determined as specified by the
requirements of 10 CFR part 50,
Appendix H.
(B) If three or more surveillance data
points measured at three or more
different neutron fluences exist for a
specific material, the licensee shall
determine if the surveillance data show
a significantly different trend than the
embrittlement model predicts. This
must be achieved by evaluating the
4 Data from reactor vessels fabricated to the same
material specification in the same shop as the vessel
in question and in the same time is an example of
‘‘generic data.’’
5 The class of material for estimating RT
NDT(U)
must be determined by the type of welding flux
(Linde 80, or other) for welds or by the material
specification for base metal.
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surveillance data for consistency with
the embrittlement model by following
the procedures specified by paragraphs
(f)(6)(ii), (f)(6)(iii), and (f)(6)(iv) of this
section. If fewer than three surveillance
data points exist for a specific material,
then the embrittlement model must be
used without performing the
consistency check.
(ii) The licensee shall estimate the
mean deviation from the embrittlement
model for the specific data set (i.e., a
group of surveillance data points
representative of a given material). The
mean deviation from the embrittlement
model for a given data set must be
calculated using Equations 8 and 9 of
this section. The mean deviation for the
data set must be compared to the
maximum heat-average residual given in
Table 5 or derived using Equation 10 of
this section. The maximum heat-average
residual is based on the material group
into which the surveillance material
falls and the number of surveillance
data points. For surveillance data sets
with greater than 8 data points, the
maximum credible heat-average residual
must be calculated using Equation 10 of
this section. The value of s used in
Equation 10 of this section must be
obtained from Table 5 of this section.
(iii) The licensee shall estimate the
slope of the embrittlement model
residuals (estimated using Equation 8)
plotted as a function of the base 10
logarithm of neutron fluence for the
specific data set. The licensee shall
estimate the T-statistic for this slope
(TSURV) using Equation 11 and compare
this value to the maximum permissible
T-statistic (TMAX) in Table 6. For
surveillance data sets with greater than
15 data points, the TMAX value must be
calculated using Student’s T
distribution with a significance level (a)
of 1 percent for a one-tailed test.
(iv) The licensee shall estimate the
two largest positive deviations (i.e.,
outliers) from the embrittlement model
for the specific data set using Equations
8 and 12. The licensee shall compare
the largest normalized residual (r *) to
the appropriate allowable value from
the third column in Table 7 and the
second largest normalized residual to
the appropriate allowable value from
the second column in Table 7.
(v) The DT30 value must be
determined using Equations 5, 6, and 7
of this section if all three of the
following criteria are satisfied:
(A) The mean deviation from the
embrittlement model for the data set is
equal to or less than the value in Table
5 or the value derived using Equation 10
of this section;
(B) The T-statistic for the slope
(TSURV) estimated using Equation 11 is
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Federal Register / Vol. 75, No. 1 / Monday, January 4, 2010 / Rules and Regulations
equal to or less than the Maximum
permissible T-statistic (TMAX) in Table
6; and
(C) The largest normalized residual
value is equal to or less than the
appropriate allowable value from the
third column in Table 7 and the second
largest normalized residual value is
equal to or less than the appropriate
allowable value from the second column
in Table 7. If any of these criteria is not
satisfied, the licensee must propose DT30
and RTMAX–X values in accordance with
paragraph (f)(6)(vi) of this section.
(vi) If any of the criteria described in
paragraph (f)(6)(v) of this section are not
satisfied, the licensee shall review the
data base for that heat in detail,
including all parameters used in
Equations 5, 6, and 7 of this section and
the data used to determine the baseline
Charpy V-notch curve for the material in
an unirradiated condition. The licensee
shall submit an evaluation of the
surveillance data to the NRC and shall
propose DT30 and RTMAX–X values,
considering their plant-specific
surveillance data, to be used for
evaluation relative to the acceptance
criteria of this rule. These evaluations
must be submitted for review and
approval by the Director in the form of
a license amendment in accordance
with the requirements of paragraphs
(c)(1) and (d)(1) of this section.
(7) The licensee shall report any
information that significantly influences
the RTMAX–X value to the Director in
accordance with the requirements of
paragraphs (c)(1) and (d)(1) of this
section.
(g) Equations and variables used in
this section.
Equation 1: RTMAX–AW = MAX
{[RTNDT(U)¥plate + DT30¥plate],
[RTNDT(U)¥axial weld + DT30¥axial weld]}
Equation 2: RTMAX–PL = RTNDT(U)¥plate +
DT30¥plate
Equation 3: RTMAX–FO = RTNDT(U)¥forging +
DT30¥forging
Equation 4: RTMAX–CW = MAX
{[RTNDT(U)¥plate + DT30¥plate],
[RTNDT(U)¥circweld + DT30¥circweld],
[RTNDT(U)¥forging + DT30¥forging]}
Equation 5: DT30 = MD + CRP
Equation 6: MD = A × (1¥0.001718 × TC) ×
(1 + 6.13 × P × Mn2.471) × jte0.5
Equation 7: CRP = B × (1 + 3.77 × Ni1.191) ×
f(Cue,P) × g(Cue,Ni,jte)
Where:
P [wt-%] = phosphorus content
Mn [wt-%] = manganese content
Ni [wt-%] = nickel content
Cu [wt-%] = copper content
A = 1.140 × 10¥7 for forgings
= 1.561 × 10¥7 for plates
= 1.417 × 10¥7 for welds
B = 102.3 for forgings
= 102.5 for plates in non-Combustion
Engineering manufactured vessels
= 135.2 for plates in Combustion
Engineering vessels
= 155.0 for welds
jte = jt for j ≥ 4.39 × 1010 n/cm2/sec
= jt × (4.39 × 1010/j) 0.2595 for j < 4.39 ×
1010 n/cm2/sec
Where:
j [n/cm2/sec] = average neutron flux
t [sec] = time that the reactor has been in full
power operation
jt [n/cm2] = j × t
f(Cue,P) = 0 for Cu ≤ 0.072
= [Cue¥0.072]0.668 for Cu > 0.072 and P ≤
0.008
= [Cue¥0.072 + 1.359 × (P¥0.008)]0.668 for
Cu > 0.072 and P > 0.008
and Cue = 0 for Cu ≤ 0.072
= MIN (Cu, maximum Cue) for Cu > 0.072
and maximum Cue = 0.243 for Linde 80
welds
= 0.301 for all other materials
g(Cue,Ni,jte) = 0.5 + (0.5 × tanh {[log10(jte)
+ (1.1390 × Cue)¥(0.448 × Ni)¥18.120]/
0.629}
Equation 8: Residual (r) = measured
DT30¥predicted DT30 (by Equations 5, 6
and 7)
Equation 9: Mean deviation for a data set of
n data points =
(1/n ) ×
n
∑ ri
i=1
Equation 10: Maximum credible heat-average
residual = 2.33s/n0.5
Where:
n = number of surveillance data points
(sample size) in the specific data set
s = standard deviation of the residuals about
the model for a relevant material group
given in Table 5.
Equation 11: TSURV =
m
(se(m)
Where:
m is the slope of a plot of all of the r values
(estimated using Equation 8) versus the
base 10 logarithm of the neutron fluence
for each r value. The slope shall be
estimated using the method of least
squares.
(se(m)) is the least squares estimate of the
standard-error associated with the
estimated slope value m.
Equation 12 : r* =
r
σ
Where:
r is defined using Equation 8 and s is given
in Table 5.
TABLE 1—PTS SCREENING CRITERIA
RTMAX–X limits [°F] for different vessel wall thicknesses 6 (TWALL)
Product form and RTMAX–X Values
TWALL ≤ 9.5 in.
222
293
356
538
312
246
305
476
277
241
293
445
269
239
6 Wall thickness is the beltline wall thickness
including the clad thickness.
7 Forgings without underclad cracks apply to
forgings for which no underclad cracks have been
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detected and that were fabricated in accordance
with Regulatory Guide 1.43.
¥8 per reactor year
8 RT
PTS limits contribute 1 × 10
to the reactor vessel TWCF.
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9 Forgings with underclad cracks apply to
forgings that have detected underclad cracking or
were not fabricated in accordance with Regulatory
Guide 1.43.
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10.5 in. < TWALL ≤ 11.5 in.
269
356
Axial Weld RTMAX–AW ....................................
Plate RTMAX–PL ..............................................
Forging without underclad cracks RTMAX–
7 .............................................................
FO
Axial Weld and Plate RTMAX–AW + RTMAX–PL
Circumferential Weld RTMAX–CW 8 .................
Forging with underclad cracks RTMAX–FO 9 ...
9.5 in. < TWALL ≤ 10.5 in.
28
Federal Register / Vol. 75, No. 1 / Monday, January 4, 2010 / Rules and Regulations
TABLE 2—ALLOWABLE NUMBER OF FLAWS IN WELDS
Through–wall extent, TWE [in.]
Maximum number of flaws per 1000-inches of
weld length in the inspection volume that are
greater than or equal to TWEMIN and less
than TWEMAX
TWEMIN
TWEMAX
0 .........................................................................
0.075 ..................................................................
0.125 ..................................................................
0.175 ..................................................................
0.225 ..................................................................
0.275 ..................................................................
0.325 ..................................................................
0.375 ..................................................................
0.425 ..................................................................
0.475 ..................................................................
0.075 .................................................................
0.475 .................................................................
0.475 .................................................................
0.475 .................................................................
0.475 .................................................................
0.475 .................................................................
0.475 .................................................................
0.475 .................................................................
0.475 .................................................................
Infinite ...............................................................
No Limit
166.70
90.80
22.82
8.66
4.01
3.01
1.49
1.00
0.00
TABLE 3—ALLOWABLE NUMBER OF FLAWS IN PLATES AND FORGINGS
Through-wall extent, TWE [in.]
Maximum number of flaws per 1000 squareinches of inside surface area in the inspection
volume that are greater than or equal to
TWEMIN and less than TWEMAX. This flaw
density does not include underclad cracks in
forgings.
TWEMIN
TWEMAX
0 .........................................................................
0.075 ..................................................................
0.125 ..................................................................
0.175 ..................................................................
0.225 ..................................................................
0.275 ..................................................................
0.325 ..................................................................
0.375 ..................................................................
0.075 .................................................................
0.375 .................................................................
0.375 .................................................................
0.375 .................................................................
0.375 .................................................................
0.375 .................................................................
0.375 .................................................................
Infinite ...............................................................
TABLE 4—CONSERVATIVE ESTIMATES
FOR CHEMICAL ELEMENT WEIGHT
PERCENTAGES
TABLE 4—CONSERVATIVE ESTIMATES
FOR CHEMICAL ELEMENT WEIGHT
PERCENTAGES—Continued
Materials
Plates ............................
Forgings ........................
P
Mn
0.014
0.016
Materials
1.45
1.11
P
Welds ............................
No Limit
8.05
3.15
0.85
0.29
0.08
0.01
0.00
Mn
0.019
1.63
TABLE 5—MAXIMUM HEAT-AVERAGE RESIDUAL [°F] FOR RELEVANT MATERIAL GROUPS BY NUMBER OF AVAILABLE DATA
POINTS
[Significance level = 1%]
Number of available data points
s [°F]
Material group
3
Welds, for Cu > 0.072 ......................................................................................
Plates, for Cu > 0.072 ......................................................................................
Forgings, for Cu > 0.072 ..................................................................................
Weld, Plate or Forging, for Cu ≤ 0.072 ...........................................................
26.4
21.2
19.6
18.6
4
5
6
7
8
35.5
28.5
26.4
25.0
30.8
24.7
22.8
21.7
27.5
22.1
20.4
19.4
25.1
20.2
18.6
17.7
23.2
18.7
17.3
16.4
21.7
17.5
16.1
15.3
TABLE 6—TMAX VALUES FOR THE
SLOPE DEVIATION TEST—Continued
TABLE 6—TMAX VALUES FOR THE
SLOPE DEVIATION TEST—Continued
[Significance Level = 1%]
mstockstill on DSKH9S0YB1PROD with RULES
TABLE 6—TMAX VALUES FOR THE
SLOPE DEVIATION TEST
[Significance Level = 1%]
[Significance Level = 1%]
Number of available
data points (n)
TMAX
Number of available
data points (n)
TMAX
Number of available
data points (n)
TMAX
3
4
5
6
7
31.82
6.96
4.54
3.75
3.36
8
9
10
11
12
3.14
3.00
2.90
2.82
2.76
14
15
2.68
2.65
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Federal Register / Vol. 75, No. 1 / Monday, January 4, 2010 / Rules and Regulations
TABLE 7—THRESHOLD VALUES FOR
THE OUTLIER DEVIATION TEST
[Significance Level = 1%]
Number of
available data
points (n)
Second largest allowable
normalized
residual value
(r*)
Largest allowable normalized residual
value (r*)
3
4
5
6
7
8
9
10
11
12
13
14
15
1.55
1.73
1.84
1.93
2.00
2.05
2.11
2.16
2.19
2.23
2.26
2.29
2.32
2.71
2.81
2.88
2.93
2.98
3.02
3.06
3.09
3.12
3.14
3.17
3.19
3.21
Corrections to Privacy Act Rules in Part
1 of Title 11 of the Code of Federal
Regulations
Dated at Rockville, Maryland, this 28th day
of December 2009.
For the Nuclear Regulatory Commission.
Andrew L. Bates,
Acting Secretary of the Commission.
[FR Doc. E9–31146 Filed 12–31–09; 8:45 am]
BILLING CODE 7590–01–P
FEDERAL ELECTION COMMISSION
11 CFR Parts 1, 2, 4, 5, 100, 101, 102,
104, 110, 113, 114, 201, and 300
[Notice 2009–32]
Privacy Act, Government in the
Sunshine Act, Freedom of Information
Act (‘‘FOIA’’), and Federal Election
Campaign Act (‘‘FECA’’) Rules;
Corrections
Federal Election Commission.
Correcting amendments.
AGENCY:
ACTION:
The Commission is making
technical amendments to various
sections of the Privacy Act, Government
in the Sunshine Act, FOIA, and FECA
rules.
DATES: Effective January 4, 2010.
FOR FURTHER INFORMATION CONTACT:
Ms. Amy L. Rothstein, Assistant
General Counsel, or Mr. Eugene Lynch,
Paralegal, 999 E Street, NW.,
Washington, DC 20463, (202) 694–1650
or (800) 424–9530.
SUPPLEMENTARY INFORMATION:
mstockstill on DSKH9S0YB1PROD with RULES
SUMMARY:
Background
The final rules that are the subject of
these corrections were published as part
of a continuing series of regulations the
Commission promulgated implementing
the Privacy Act of 1974, Public Law 93–
579, 88 Stat. 1896 (1974), the
VerDate Nov<24>2008
18:03 Dec 31, 2009
Jkt 220001
Government in the Sunshine Act of
1976, Public Law 94–409, 90 Stat. 1241
(1976), the Freedom of Information Act
of 1966, as amended, 5 U.S.C. 552, and
the Federal Election Campaign Act
(‘‘FECA’’) of 1971, as amended, 2 U.S.C.
431, et seq. Because these corrections
are merely technical, this is not a
substantive rule requiring notice and
comment under the Administrative
Procedure Act, 5 U.S.C. 553. Under the
‘‘good cause’’ exception to the notice
and comment requirements, 5 U.S.C.
553(b)(B) and (d)(3), these corrections
are effective upon publication. Thus, the
corrected final rules are effective
January 4, 2010.
A. Correction to 11 CFR 1.2
The Commission is removing the
definition of ‘‘Commissioners’’ and
replacing it with a definition of
‘‘Commissioner,’’ to read as follows:
‘‘Commissioner means an individual
appointed to the Federal Election
Commission pursuant to 2 U.S.C.
437c(a).’’ The purpose of this change is
to make the definition of
‘‘Commissioner’’ consistent in
Commission regulations. The
Commission is also placing the
definitions in alphabetical order to
assist the reader in locating a specific
definition.
B. Correction to 11 CFR 1.3
The Commission is correcting an
obsolete reference in paragraph (b) of
this section to conform it to updated
internal agency procedures by replacing
the term ‘‘Staff Director’’ with the term
‘‘Chief Privacy Officer.’’
C. Correction to 11 CFR 1.14
The Commission is correcting a
typographical error in paragraph (a) of
this section by replacing the semicolon
after the phrase ‘‘2 U.S.C. 438(b)’’ with
a comma.
Corrections to Government in the
Sunshine Act Rules in Part 2 of Title 11
of the Code of Federal Regulations
A. Correction to 11 CFR 2.4
The Commission is correcting
erroneous punctuation in paragraph
(b)(1) of this section by replacing the
period after the last word of the
paragraph, ‘‘practices,’’ with a
semicolon.
B. Correction to 11 CFR 2.6
The Commission is correcting
erroneous punctuation in paragraph (c)
of this section by inserting a comma
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29
after the last instance of the word
‘‘meeting.’’
Corrections to Freedom of Information
Act Rules in Part 4 of Title 11 of the
Code of Federal Regulations
A. Corrections to 11 CFR 4.5
The Commission is correcting a
typographical error in paragraph (a)(4)
of this section by removing the letter ‘‘s’’
in the word ‘‘works’’ in the second
sentence, so that the resulting word is
‘‘work.’’ In addition, the Commission is
correcting missing words and
capitalization in paragraphs (a)(4)(i),
(iii), and (iv) of this section by inserting
the word ‘‘Chief’’ in front of the word
‘‘FOIA’’ in all instances where ‘‘FOIA’’
appears. Also, in paragraphs (a)(4)(i)
and (iii) of this section, the Commission
is capitalizing the first letter of the word
‘‘officer,’’ so that it reads ‘‘Officer.’’ In
addition, the Commission is correcting
a typographical error in paragraph (b) of
this section by replacing the colon after
‘‘11 CFR 4.5(a)(7)’’ with a comma.
Finally, the Commission is correcting a
typographical error in paragraph (b)(2)(i)
of this section by replacing the comma
after the word ‘‘pendency’’ with a
semicolon.
B. Corrections to 11 CFR 4.7
The Commission is correcting a
missing word and a typographical error
in paragraph (b)(1) of this section by
replacing the term ‘‘FOIA officer’’ with
‘‘Chief FOIA Officer.’’
C. Correction to 11 CFR 4.7, 4.8, and 5.5
The Commission is inserting the word
‘‘Chief’’ directly before all instances of
the term ‘‘FOIA Officer’’ in paragraph (i)
of section 4.7, paragraph (c) of section
4.8, and paragraph (c) of section 5.5.
D. Correction to 11 CFR 4.9
The Commission is correcting a
typographical error in paragraph
(c)(1)(iv) of this section, by changing the
second sentence of the paragraph to
read as follows: ‘‘Requests from persons
for records about themselves will
continue to be treated under the fee
provisions of the Privacy Act of 1974,
which permit fees only for duplication.’’
Corrections to FECA Rules in
Subchapters A and C in Title 11 of the
Code of Federal Regulations
A. Correction to 11 CFR 100.89
The Commission is correcting an
incorrect citation in paragraph (f) of this
section by replacing the reference to 11
CFR 100.78(d) at the end of the section
with ‘‘paragraph (d) of this section.’’
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Agencies
[Federal Register Volume 75, Number 1 (Monday, January 4, 2010)]
[Rules and Regulations]
[Pages 13-29]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: E9-31146]
=======================================================================
-----------------------------------------------------------------------
NUCLEAR REGULATORY COMMISSION
10 CFR Part 50
RIN 3150-AI01
[NRC-2007-0008]
Alternate Fracture Toughness Requirements for Protection Against
Pressurized Thermal Shock Events
AGENCY: Nuclear Regulatory Commission.
ACTION: Final rule.
-----------------------------------------------------------------------
SUMMARY: The Nuclear Regulatory Commission (NRC) is amending its
regulations to provide alternate fracture toughness requirements for
protection against pressurized thermal shock (PTS) events for
pressurized water reactor (PWR) pressure vessels. This final rule
provides alternate PTS requirements based on updated analysis methods.
This action is desirable because the existing requirements are based on
unnecessarily conservative probabilistic fracture mechanics analyses.
This action reduces regulatory burden for those PWR licensees who
expect to exceed the existing requirements before the expiration of
their licenses, while maintaining adequate safety, and may choose to
comply with the final rule as an alternative to complying with the
existing requirements.
DATES: Effective Date: February 3, 2010.
ADDRESSES: You can access publicly available documents related to this
document using the following methods:
Federal e-Rulemaking Portal: Go to https://www.regulations.gov and
search for documents filed under Docket ID NRC-2007-0008. Address
questions about NRC Dockets to Carol Gallagher at 301-492-3668; e-mail
Carol.Gallagher@nrc.gov.
NRC's Public Document Room (PDR): The public may examine publicly
available documents at the NRC's PDR, Public File Area O1-F21, One
White Flint North, 11555 Rockville Pike, Rockville, Maryland. The PDR
reproduction contractor will copy documents for a fee.
NRC's Agencywide Documents Access and Management System (ADAMS):
Publicly available documents created or received at the NRC are
available electronically at the NRC's Electronic Reading Room at https://www.nrc.gov/reading-rm/adams.html. From this page, the public can gain
entry into ADAMS, which provides text and image files of NRC's public
documents. If you do not have access to ADAMS or if there are problems
in accessing the documents located in ADAMS, contact the NRC's PDR
reference staff at 1-800-397-4209, or (301) 415-4737, or by e-mail to
PDR.Resource@nrc.gov.
FOR FURTHER INFORMATION CONTACT: Ms. Veronica M. Rodriguez, Office of
Nuclear Reactor Regulation, U.S. Nuclear Regulatory Commission,
Washington, DC 20555-0001; telephone (301) 415-3703; e-mail:
Veronica.Rodriguez@nrc.gov, Mr. Matthew Mitchell, Office of Nuclear
Reactor Regulation, U.S. Nuclear Regulatory Commission, Washington, DC
20555-0001; telephone (301) 415-1467; e-mail: Matthew.Mitchell@nrc.gov,
or Mr. Mark Kirk, Office of Nuclear Regulatory Research, U.S. Nuclear
Regulatory Commission, Washington, DC 20555-0001; telephone (301) 251-
7631; e-mail: Mark.Kirk@nrc.gov.
SUPPLEMENTARY INFORMATION:
I. Background
II. Discussion
III. Responses to Comments on the Proposed Rule and Supplemental
Proposed Rule
IV. Section-by-Section Analysis
V. Availability of Documents
VI. Agreement State Compatibility
VII. Voluntary Consensus Standards
VIII. Finding of No Significant Environmental Impact: Availability
IX. Paperwork Reduction Act Statement
X. Regulatory Analysis
XI. Regulatory Flexibility Act Certification
XII. Backfit Analysis
XIII. Congressional Review Act
I. Background
PTS events are system transients in a PWR in which there is a rapid
operating temperature cooldown that results in cold vessel temperatures
with or without repressurization of the vessel. The rapid cooling of
the inside surface of the reactor vessel causes thermal stresses. The
thermal stresses can combine with stresses caused by high pressure. The
aggregate effect of these stresses is an increase in the potential for
fracture if a pre-existing flaw is present in a material susceptible to
brittle failure. The ferritic, low alloy steel of the reactor vessel
beltline adjacent to the core, where neutron radiation gradually
embrittles the material over the lifetime of the plant, can be
susceptible to brittle fracture.
The current PTS rule, described in Sec. 50.61, ``Fracture
Toughness Requirements for Protection against Pressurized Thermal Shock
Events,'' adopted on July 23, 1985 (50 FR 29937), establishes screening
criteria below which the potential for a reactor vessel to fail due to
a PTS event is deemed to be acceptably low. These screening criteria
effectively define a limiting level of embrittlement beyond which
operation cannot continue without further plant-specific evaluation.
A licensee may not continue to use a reactor vessel with materials
predicted to exceed the screening criteria in Sec. 50.61 without
implementing compensatory actions or additional plant-specific analyses
unless the licensee receives an exemption from the requirements of the
rule. Acceptable compensatory actions are neutron flux reduction, plant
modifications to reduce the PTS event probability or severity, and
reactor vessel annealing, which are addressed in Sec. Sec.
50.61(b)(3), (b)(4), and (b)(7); and 50.66, ``Requirements for Thermal
Annealing of the Reactor Pressure Vessel.''
Currently, no operating PWR vessel is projected to exceed the Sec.
50.61 screening criteria before the expiration of its 40 year operating
license. However, several PWR vessels are approaching the screening
criteria, while others are likely to exceed the screening criteria
during the extended period of operation of their first license renewal.
The NRC's Office of Nuclear Regulatory Research (RES) developed a
technical basis that supports updating the PTS regulations. This
technical basis concluded that the risk of through-wall cracking due to
a PTS event is much lower than previously estimated. This finding
indicated that the screening criteria in Sec. 50.61 are unnecessarily
conservative and may impose an unnecessary burden on some licensees.
Therefore, the NRC developed a proposed new rule, Sec. 50.61a,
``Alternate Fracture Requirements for Protection against Pressurized
Thermal Shock Events,'' providing alternate screening criteria and
corresponding embrittlement correlations based on the updated technical
basis. The NRC decided that providing a new section containing the
updated screening
[[Page 14]]
criteria and updated embrittlement correlations would be appropriate.
The NRC could have revised Sec. 50.61 to include the new requirements,
which could be implemented as an alternative to the current
requirements. However, providing two sets of requirements within the
same regulatory section was considered confusing and/or ambiguous as to
which requirements apply to which licensees.
The NRC published the proposed rule for public comment in the
Federal Register on October 3, 2007 (72 FR 56275). Following the
closure of the comment period on the proposed rule and during the
development of the PTS final rule, the NRC determined that several
changes to the October 3, 2007 proposed rule language were desirable to
adequately address issues raised in stakeholder's comments. Because
these modifications may not have represented a logical outgrowth from
the October 2007 proposed rule's provisions, the NRC requested
stakeholder feedback on the modified provisions in a supplemental
proposed rule published in August 11, 2008 (73 FR 46557). In the
supplemental proposed rule, the NRC proposed modifications to the
provisions related to the applicability of the rule and the evaluation
of reactor vessel surveillance data. In addition, the NRC requested
comments on the adjustments of volumetric examination data to
demonstrate compliance with the rule. After consideration of the
October 2007 proposed rule, the August 2008 supplemental proposed rule
and the stakeholder comments received on both, the NRC has decided to
adopt the PTS final rule as described further in this document.
II. Discussion
The NRC completed a research program that concluded that the risk
of through-wall cracking due to a PTS event is much lower than
previously estimated. This finding indicates that the screening
criteria in Sec. 50.61 are unnecessarily conservative and may impose
an unnecessary burden on some licensees. Therefore, the NRC developed a
final rule, Sec. 50.61a, that can be implemented by PWR licensees.
The Sec. 50.61a alternate screening criteria and corresponding
embrittlement correlations are based on a technical basis as documented
in the following reports: (1) NUREG-1806, ``Technical Basis for
Revision of the Pressurized Thermal Shock (PTS) Screening Limits in the
PTS Rule (10 CFR 50.61): Summary Report,'' (ADAMS Accession No.
ML061580318); (2) NUREG-1874, ``Recommended Screening Limits for
Pressurized Thermal Shock (PTS),'' (ADAMS Accession No. ML070860156);
(3) Memorandum from Elliot to Mitchell, dated April 3, 2007,
``Development of Flaw Size Distribution Tables for Draft Proposed Title
10 of the Code of Federal Regulations (10 CFR) 50.61a,'' (ADAMS
Accession No. ML070950392); (4) ``Statistical Procedures for Assessing
Surveillance Data for 10 CFR Part 50.61a,'' (ADAMS Accession No.
ML081290654); and (5) ``A Physically Based Correlation of Irradiation
Induced Transition Temperature Shifts for RPV Steel,'' (ADAMS Accession
No. ML081000630).
Applicability of the Final Rule
The final rule is based on, in part, analyses of information from
three currently operating PWRs. Because the severity of the risk-
significant transient classes (e.g., primary side pipe breaks, stuck
open valves on the primary side that may later re-close) is controlled
by factors that are common to PWRs in general, the NRC concluded that
the results and screening criteria developed from the analysis of these
three plants can be applied with confidence to the entire fleet of
operating PWRs. This conclusion is based on an understanding of
characteristics of the dominant transients that drive their risk
significance and on an evaluation of a larger population of high
embrittlement PWRs. This evaluation revealed no design, operational,
training, or procedural factors that could credibly increase either the
severity of these transients or the frequency of their occurrence in
the general PWR population above the severity and frequency
characteristic of the three plants that were modeled in detail. The NRC
also concluded that insignificant PTS events are not expected to become
dominant.
The final rule is applicable to licensees whose construction
permits were issued before February 3, 2010 and whose reactor vessels
were designed and fabricated to the American Society of Mechanical
Engineers Boiler and Pressure Vessel Code (ASME Code), 1998 Edition or
earlier. This would include applicants for plants such as Watts Bar
Unit 2 who have not yet received an operating license. However, it
cannot be demonstrated, a priori, that reactor vessels that were not
designed and fabricated to the specified ASME Code editions will have
material properties, operating characteristics, PTS event sequences and
thermal-hydraulic responses consistent with those evaluated as part of
the technical basis for this rule. Therefore, the NRC determined that
it would not be prudent at this time to extend the use of the rule to
future PWR plants and plant designs such as the Advanced Passive (AP)
1000, Evolutionary Power Reactor (EPR) and U.S. Advanced Pressurized
Water Reactor (US-APWR). These designs have different reactor vessels
than those in the currently operating plants, and the fabrication of
the vessels based on these designs may differ from the vessels
evaluated in the analyses that form the bases for the final rule.
Licensees of reactors who commence commercial power operation after the
effective date of this rule or licensees with reactor vessels that were
not designed and fabricated to the 1998 Edition or earlier of the ASME
Code may, under the provisions of Sec. 50.12, seek an exemption from
Sec. 50.61a(b) to apply this rule if a plant-specific basis analyzing
their plant operating characteristics, materials of fabrication, and
welding methods is provided.
Updated Embrittlement Correlation
The technical basis for Sec. 50.61a uses many different models and
parameters to estimate the yearly probability that a PWR will develop a
through-wall crack as a consequence of PTS loading. One of these models
is a revised embrittlement correlation that uses information on the
chemical composition and neutron exposure of low alloy steels in the
reactor vessel's beltline region to estimate the resistance to fracture
of these materials. Although the general trends of the embrittlement
models in Sec. Sec. 50.61 and 50.61a are similar, the form of the
revised embrittlement correlation in Sec. 50.61a differs substantially
from the correlation in Sec. 50.61. The correlation in the Sec.
50.61a final rule has been updated to more accurately represent the
substantial amount of reactor vessel surveillance data that has
accumulated since the embrittlement correlation was last revised during
the 1980s.
In-Service Inspection Volumetric Examination and Flaw Assessments
The Sec. 50.61a final rule differs from Sec. 50.61 in that it
contains a requirement for licensees who choose to follow its
requirements to analyze the results from the ASME Code, Section XI,
inservice inspection volumetric examinations. The examinations and
analyses will determine if the flaw density and size distribution in
the licensee's reactor vessel beltline are bounded by the flaw density
and size distribution used in the technical basis. The technical basis
was developed using a flaw density, spatial distribution, and size
distribution determined from experimental data, as well as from
physical models and expert
[[Page 15]]
elicitation. The experimental data were obtained from samples removed
from reactor vessel materials from cancelled plants (i.e., Shoreham and
the Pressure Vessel Research Users Facility (PVRUF) vessel). The NRC
considers that the analysis of the ASME Code inservice inspection
volumetric examination is needed to confirm that the flaw density and
size distributions in the reactor vessel, to which the final rule may
be applied, are consistent with those in the technical basis.
Paragraph (g)(6)(ii)(C) of 10 CFR 50.55a requires licensees to
implement the ASME Code, Section XI, Appendix VIII, Supplements 4 and
6. Supplement 4 contains qualification requirements for the reactor
vessel inservice inspection volume from the clad-to-base metal
interface to the inner 1.0 inch or 10 percent of the vessel thickness,
whichever is larger. Supplement 6 contains qualification requirements
for reactor vessel weld volumes other than those near the clad-to-base
metal interface. Analysis of the performance by qualified inspectors
indicates that there is an 80 percent or greater probability of
detecting a flaw that contributes to crack initiation from PTS events
when they are inspected using the ASME Code, Section XI, Appendix VIII,
Supplement 4 requirements.\1\
---------------------------------------------------------------------------
\1\ Becker, L., ``Reactor Pressure Vessel Inspection
Reliability,'' Proceeding of the Joint EC-IAEA Technical Meeting on
the Improvement in In-Service Inspection Effectiveness, Petten, the
Netherlands, November 2002.
---------------------------------------------------------------------------
The true flaw density for flaws with a through-wall extent of
between 0.1 and 0.3 inch can be inferred from the ASME Code examination
results and the probability of detection. The technical basis for the
final rule concludes that flaws as small as 0.1 inch in through-wall
extent contribute to the through-wall crack frequency (TWCF), and
nearly all of the contributions come from flaws buried less than 1 inch
below the inner diameter surface of the reactor vessel. For weld flaws
that exceed the sizes prescribed in the final rule, the risk analysis
indicates that a single flaw can be expected to contribute a
significant fraction of the 1 x 10-6 per reactor year limit
on TWCF. Therefore, if a flaw that exceeds the sizes prescribed in the
final rule is found in a reactor vessel, it is important to assess it
individually.
The technical basis for the final rule also indicates that flaws
buried deeper than 1 inch from the clad-to-base interface are not as
susceptible to brittle fracture as similar size flaws located closer to
the inner surface. Therefore, the final rule does not require the
comparison of the density of these flaws, but still requires large
flaws, if discovered, to be evaluated for contributions to TWCF if they
are within the inner three-eighths of the vessel thickness. The
limitation for flaw acceptance, specified in ASME Code, Section XI,
Table IWB-3510-1, approximately corresponds to the threshold for flaw
sizes that can make a significant contribution to TWCF if present in
reactor vessel material at this depth. Therefore, the final rule
requires that flaws exceeding the size limits in ASME Code, Section XI,
Table IWB-3510-1 be evaluated for contribution to TWCF in addition to
the other evaluations for such flaws that are prescribed in the ASME
Code.
The numerical values in Tables 2 and 3 of the final rule represent
the number of flaws in each size range that were derived from the
technical basis. Verifying that a plant that intends to implement this
rule has weld, plate and/or forging flaw distributions which are
consistent with those assumed in the technical basis is necessary to
ensure the applicability of the rule to that plant. If one or more
larger flaws are found in a reactor vessel, they must be evaluated to
ensure that they are not causing the TWCF to exceed the regulatory
limit.
The final rule also clarifies that, to be consistent with ASME
Code, Section XI, Appendix VIII, the smallest flaws that must be sized
are 0.075 inches in through-wall extent. For each flaw detected that
has a through-wall extent equal to or greater than 0.075 inches, the
licensee shall document the dimensions of the flaw, its orientation and
its location within the reactor vessel, and its depth from the clad-to-
base metal interface. Those planar flaws for which the major axis of
the flaw is identified by an ultrasonic transducer oriented in the
circumferential direction must be documented as ``axial.'' All other
planar flaws may be categorized as ``circumferential.'' The NRC may
also use this information to evaluate whether plant-specific
information gathered suggests that the NRC staff should generically re-
examine the technical basis for the rule.
Surface cracks that penetrate through the stainless steel clad and
more than 0.070 inch into the welds or the adjacent base metal were not
included in the technical basis because these types of flaws have not
been observed in the beltline of any operating PWR vessel. However,
flaws of this type were observed in the Quad Cities Unit 2 reactor
vessel head in 1990 (NUREG-1796, ``Safety Evaluation Report Related to
the License Renewal of the Dresden Nuclear Power Station, Units 2 and 3
and Quad Cities Nuclear Power Station, Units 1 and 2,'' dated October
31, 2004). The observed cracks had a maximum depth into the base metal
of approximately 0.24 inch and penetrated through the stainless steel
clad. Quad Cities Units 2 and 3 are boiling water reactors which are
not susceptible to PTS events and hence are not subject to the
requirements of 10 CFR 50.61. The cracking at Quad Cities Unit 2 was
attributed to intergranular stress corrosion cracking of the stainless
steel cladding, which has not been observed in PWR vessels, and hot
cracking of the low alloy steel base metal. If these cracks were in the
beltline region of a PWR, they would be a significant contributor to
TWCF because of their size and location. The final rule requires
licensees to determine if cracks of this type exist in the beltline
weld region at each ASME Code, Section XI, ultrasonic examination.
Nondestructive Examination (NDE)-Related Uncertainties
The flaw sizes in Tables 2 and 3 represent actual flaw dimensions
while the results from the ASME Code examinations are estimated
dimensions. The available information indicates that, for most flaw
sizes in Tables 2 and 3, qualified inspectors will oversize flaws.
Comparing oversized flaws to the size and density distributions in
Tables 2 and 3 is conservative and acceptable, but not necessary.
As a result of stakeholder feedback received on the NRC
solicitation for comments published in the August 2008 supplemental
proposed rule, the final rule will permit licenses to adjust the flaw
sizes estimated by inspectors qualified under the ASME Code, Section
XI, Appendix VIII, Supplement 4 and Supplement 6.
The NRC determined that, in addition to the NDE sizing
uncertainties, licensees should be allowed to consider other NDE
uncertainties, such as probability of detection and flaw density and
location, because these uncertainties may affect the ability of a
licensee to demonstrate compliance with the rule. As a result, the
language in Sec. 50.61a(e) will allow licensees to account for the
effects of NDE-related uncertainties in meeting the flaw size and
density requirements of Tables 2 and 3. The methodology to account for
the effects of NDE-related uncertainties must be based on statistical
data collected from ASME Code inspector qualification tests or any
other tests that measure the difference between the actual flaw size
and the size determined from the ultrasonic examination. Verification
that a licensee's flaw size
[[Page 16]]
and density distribution are upper-bounded by the distribution of
Tables 2 and 3 is required to confirm that the risk associated with PTS
is acceptable. Collecting, evaluating, and using data from ASME Code
inspector qualification tests will require extensive engineering
judgment. Therefore, the methodology used to adjust flaw sizes to
account for the effects of NDE-related uncertainties must be reviewed
and approved by the Director of the Office of Nuclear Reactor
Regulation (NRR).
Surveillance Data
Paragraph (f) of the final rule defines the process for calculating
the values for the reference temperature properties (i.e., defined as
RTMAX-X) for a particular reactor vessel. These values must
be based on the vessel material's copper, manganese, phosphorus, and
nickel weight percentages, reactor cold leg temperature, and fast
neutron flux and fluence values, as well as the unirradiated nil-
ductility transition reference temperature (i.e., RTNDT).
The rule includes a procedure by which the RTMAX-X
values, which are predicted for plant-specific materials using a
generic temperature shift (i.e., [Delta]T30) embrittlement
trend curve, are compared with heat-specific surveillance data that are
collected as part of 10 CFR part 50, Appendix H, surveillance programs.
The purpose of this comparison is to assess how well the surveillance
data are represented by the generic embrittlement trend curve. If the
surveillance data are close (closeness is assessed statistically) to
the generic embrittlement trend curve, then the predictions of this
embrittlement trend curve are used. This is expected to be the case
most often. However, if the heat-specific surveillance data deviate
significantly, and non-conservatively, from the predictions of the
generic embrittlement trend curve, this indicates that alternative
methods (i.e., other than, or in addition to, the generic embrittlement
trend curve) may be needed to reliably predict the temperature shift
trend, and to estimate RTMAX-X, for the conditions being
assessed.
The NRC is modifying the final rule to include three statistical
tests to determine the significance of the differences between heat-
specific surveillance data and the embrittlement trend curve. The NRC
determined that a single test is not sufficient to ensure that the
temperature shift predicted by the embrittlement trend curve represents
well the heat-specific surveillance data. Specifically, this single
statistical test cannot determine if the temperature shift from the
surveillance data show a more rapid increase after significant
radiation exposure than the progression predicted by the generic
embrittlement trend curve. This potential deficiency could be
particularly important during a plant's period of extended operation.
The deviations from the generic embrittlement trend curve are best
assessed by licensees on a case-by-case basis, which would be submitted
for the review of the Director of NRR.
The results of the first statistical test will determine if, on
average, the temperature shifts from the surveillance data are
significantly higher than the temperature shifts from the generic
embrittlement trend curve. The results of the second and third tests
will determine if the temperature shift from the surveillance data show
a more rapid increase after significant radiation exposure than the
progression predicted by the generic embrittlement trend curve.
III. Responses to Comments on the Proposed Rule and Supplemental
Proposed Rule
The NRC received 5 comment letters for a total of 54 comments on
the proposed rule published on October 3, 2007, and 3 comment letters
for a total of 5 comments on the supplemental proposed rule published
on August 11, 2008. All the comments on the proposed rule and
supplemental proposed rule were submitted by industry stakeholders. A
detailed discussion of the public comments and the NRC's responses are
contained in a separate document (see Section V, ``Availability of
Documents,'' of this document). This section only discusses the more
significant comments received on the proposed rule and supplemental
proposed rule provisions and the substantive changes made to develop
the final rule requirements. The NRC also requested stakeholder
feedback on one question in the supplemental proposed rule. This
section discusses the comments received from the NRC inquiry and the
changes made to the final rule language as a result of these comments.
Comments are discussed by subject.
Comments on the Applicability of the Proposed Rule:
Comment: The commenters stated that the rule, as written, is only
applicable to the existing fleet of PWRs. The characteristics of
advanced PWR designs were not considered in the analysis. The
commenters suggested adding a statement that this rule is applicable to
the current PWR fleet and not the new plant designs.
Response: The NRC agrees with the comment that this rule is only
applicable to the existing fleet of PWRs. The NRC cannot be assured
that plants whose construction permit was issued after February 3,
2010, and whose reactor vessel was designed and fabricated to ASME Code
Editions later than the 1998 Edition will have material properties,
operating characteristics, PTS event sequences and thermal-hydraulic
responses consistent with the reactors that were evaluated as part of
the technical basis for Sec. 50.61a. Other factors, including
materials of fabrication and welding methods, would also be consistent
with the underlying technical basis of 10 CFR 50.61a. As a result of
this comment, the NRC modified Sec. 50.61a(b) and the statement of
considerations of the rule to reflect this position to allow the use of
the rule only to plants whose construction permit was issued before
February 3, 2010 and whose reactor vessel was designed and fabricated
to the 1998 Edition or earlier of the ASME Code.
Comments on Surveillance Data:
Comment: The commenters stated that there is little added value in
the requirement to assess the surveillance data as a part of this rule
because variability in data has already been accounted for in the
derivation of the embrittlement correlation.
The commenters also stated that there is no viable methodology for
adjusting the projected [Delta]T30 for the vessel based on
the surveillance data. Any effort to make this adjustment is likely to
introduce additional error into the prediction. Note that the
embrittlement correlation described in the basis for the revised PTS
rule (i.e., NUREG-1874) was derived using all of the then available
industry-wide surveillance data.
In the event that the surveillance data does not match the
[Delta]T30 value predicted by the embrittlement correlation,
the best estimate value for the pressure vessel material is derived
using the embrittlement correlation. The likely source of the
discrepancy is an error in the characterization of the surveillance
material or of the irradiation environment. Therefore, unless the
discrepancy can be resolved, obtaining the [Delta]T30
prediction based on the best estimate chemical composition for the heat
of the material is more reliable than a prediction based on a single
set of surveillance measurements.
The commenters suggested removing the requirement to assess
surveillance data, including Table 5, of this rule.
Response: The NRC does not agree with the proposed change. The NRC
believes that there is added value in the
[[Page 17]]
requirement to assess reactor vessel surveillance data. Although
variability has been accounted for in the derivation of the
embrittlement correlation, it is the NRC's view that the surveillance
data assessment required in Sec. 50.61a(f)(6) is needed to determine
if the embrittlement for a specific heat of material in a reactor
vessel is consistent with the embrittlement predicted by the
embrittlement correlation.
The commenters also assert that there is no viable methodology for
adjusting the projected [Delta]T30 for the vessel based on
the surveillance data, and that any adjustment is likely to introduce
additional error into the prediction. The NRC believes that although
there is no single methodology for adjusting the projected
[Delta]T30 for the vessel based on the surveillance data, it
is possible, on a case-specific basis, to justify adjustments to the
generic [Delta]T30 prediction. For this reason the rule does
not specify a method for adjusting the [Delta]T30 value
based on surveillance data, but rather requires the licensee to propose
a case-specific [Delta]T30 adjustment procedure for review
and approval of the Director of NRR. Although the commenters assert
that it is possible that error could be introduced, it is the NRC view
that appropriate plant-specific adjustments based upon available
surveillance data may be necessary to project reactor pressure vessel
embrittlement for the purpose of this rule.
As the result of these public comments, the NRC has continued to
work on statistical procedures to identify deviations from generic
embrittlement trends, such as those described in Sec. 50.61a(f)(6) of
the proposed rule. Based on this work, the NRC enhanced the procedure
described in Sec. 50.61a(f)(6) to, among other things, detect trends
from plant- and heat-specific surveillance data that may emerge at high
fluences that are not reflected by Equations 5, 6, and 7. The empirical
basis for the NRC's concern regarding the potential for un-modeled high
fluence effects is described in documents located at ADAMS Accession
Nos. ML081120253, ML081120289, ML081120365, ML081120380, and
ML081120600. The technical basis for the enhanced surveillance data
assessment procedure is described in the document located at ADAMS
Accession No. ML081290654.
Comment: The second surveillance data check described in the
supplemental proposed rule should be eliminated from the rule because
the slope change evaluation appears to be of limited value.
The second required surveillance data check is to address a slope
change. The intent of this section appears to identify potential
increases in the embrittlement rate at high fluence. The industry
intends to move forward with an initiative to populate the power
reactor vessel surveillance program database with higher neutron
fluence surveillance data (i.e., extending to fluence values equivalent
to 60-80 effective full power year (EFPY)) that will adequately cover
materials variables for the entire PWR fleet. This database should
provide a more effective means of evaluating the potential for enhanced
embrittlement rates at high fluence values rather than using an
individual surveillance data set to modify the trend with fluence. Data
from this initiative will be available in the next few years to assess
the likelihood of enhanced embrittlement rates for the PWR fleet.
Response: The NRC does not agree with the commenters' statement
that the slope test (i.e., Sec. 50.61a(f)(6)(iii)) has limited value
and that it should be eliminated from the rule. The NRC believes that
the slope test provides a method for determining whether high neutron
fluence surveillance data is consistent with the [Delta]T30
model in the rule. Because there are currently only a few surveillance
data points from commercial power reactors at high neutron fluences and
the slope test will provide meaningful information, the NRC determines
that the slope test should not be eliminated from the rule.
The NRC agrees with the industry initiative to obtain additional
power reactor data at higher fluences. The NRC will review this data
and the information available to evaluate the effects of high neutron
fluence exposure when it becomes available. At that point, the NRC will
determine if modifications to the embrittlement model and/or the
surveillance data checks in Sec. 50.61a should be made.
No changes were made to the rule language as a result of this
comment.
Comments Related to the NRC Inquiry Related to the Adjustment of
Volumetric Examination Data:
Comment: Sec. 50.61a(e) should be modified to allow licensees to
account for the effects of flaw sizing uncertainties and other
uncertainties in meeting the requirements of Tables 2 and 3. The rule
language should allow the use of applicable data from ASME
qualification tests, vendor-specific performance demonstration tests,
and other current and future data that may be applicable for assessing
these uncertainties. The rule language should permit flaw sizes to be
adjusted to account for the sizing uncertainties and other
uncertainties before comparing the estimated size and density
distribution to the acceptable size and density distributions in Tables
2 and 3.
The industry will provide guidance to enable licensees to account
for the effects of sizing uncertainties and other uncertainties in
meeting the requirements of Tables 2 and 3 of the rule. Guidance to
ensure that the risk associated with PTS is acceptable will be provided
to the Director of NRR for review and approval when completed.
Response: The NRC agrees that, in addition to the NDE sizing
uncertainties, licensees should be allowed to consider other NDE
uncertainties (e.g., probability of detection, flaw density and
location) in meeting the requirements of the rule as these
uncertainties may affect the ability of a licensee to demonstrate
compliance with the rule. As a result, the language in Sec. 50.61a(e)
was modified to allow licensees to account for the effects of NDE-
related uncertainties in meeting the flaw size and density requirements
of Tables 2 and 3. This requirement would be accomplished by requiring
licensees to base their methodology to account for the NDE
uncertainties on statistical data collected from ASME Code inspector
qualification tests and any other tests that measure the difference
between the actual flaw size and the size determined from the
ultrasonic examination. Collecting, evaluating, and using data from
these tests will require extensive engineering judgment. Therefore, the
methodology would have to be reviewed and approved by the Director of
NRR.
Lastly, the commenters proposed to provide industry guidance to
enable licensees to account for the effects of NDE uncertainties. The
NRC determined that the rule language clearly states the information
that must specifically be provided for NRC review and approval if
licensees choose to account for NDE uncertainties. However, if industry
guidance documents are developed, the NRC will consider them when
submitted for review and approval.
IV. Section-by-Section Analysis
The following section-by-section analysis discusses the sections
that are being modified as a result of this final rulemaking.
Section 50.8(b)--Information collection requirements: OMB approval
This paragraph is modified to include the amended information
collection requirements as a result of this final rule.
[[Page 18]]
Section 50.61--Fracture toughness requirements for protection against
pressurized thermal shock events
Section 50.61 contains the current requirements for PTS screening
limits and embrittlement correlations. Paragraph (b) of this section is
modified to reference Sec. 50.61a as a voluntary alternative to
compliance with the requirements of Sec. 50.61. No changes are made to
the current PTS screening criteria, embrittlement correlations, or any
other related requirements in this section.
Section 50.61a--Alternate fracture toughness requirements for
protection against pressurized thermal shock events
A new Sec. 50.61a is added. Section 50.61a contains PTS screening
limits based on updated probabilistic fracture mechanics analyses. This
section provides requirements on PTS analogous to that of Sec. 50.61,
fracture toughness requirements for protection against PTS events for
PWRs. However, Sec. 50.61a differs extensively in how the licensee
determines the resistance to fractures initiating from different flaws
at different locations in the vessel beltline, as well as in the
fracture toughness screening criteria. The final rule requires
quantifying PTS reference temperatures (RTMAX-X) for flaws
along axial weld fusion lines, plates, forgings, and circumferential
weld fusion lines, and comparing the quantified value against the
RTMAX-X screening criteria. Although comparing quantified
values to the screening criteria is also required by the current Sec.
50.61, the new Sec. 50.61a provides screening criteria that vary
depending on material product form and vessel wall thickness. Further,
the embrittlement correlation and the method of calculation of
RTMAX-X values in Sec. 50.61a differ significantly from
that in Sec. 50.61 as described in the technical basis for this rule.
The new embrittlement correlation was developed using multivariable
surface-fitting techniques based on pattern recognition, understanding
of the underlying physics, and engineering judgment. The embrittlement
database used for this analysis was derived primarily from reactor
vessel material surveillance data from operating reactors that are
contained in the Power Reactor Embrittlement Data Base (PR-EDB)
developed at Oak Ridge National Laboratory. The updated
RTMAX-X estimation procedures provide a better (compared to
the existing regulation) method for estimating the fracture toughness
of reactor vessel materials over the lifetime of the plant. However, if
extensive mixed oxide (MOX) fuels with a high plutonium component are
to be used, the neutron irradiation of the vessel material will contain
more neutrons per unit energy produced and those neutrons will have
higher energies. Extensive use of MOX fuel would result in a change in
the Reactor Core Fuel Assembly (RCFA) design. Thus, in accordance to
Sec. 50.90, licensees are required to submit a license amendment
before changing the RCFA design. The Sec. 50.61a final rule requires
that licensees verify an appropriate RTMAX-X value has been
calculated for each reactor vessel beltline material considering plant-
specific information that could affect the use of the model. A licensee
using MOX fuel would use its surveillance data to meet the requirements
of Sec. 50.61a and must justify the applicability of the model
expressed by Equations 5, 6, and 7 listed in the final rule.
Section 50.61a(a)
This paragraph contains definitions for terms used in Sec. 50.61a.
It explains that terms defined in Sec. 50.61 have the same meaning in
Sec. 50.61a, unless otherwise noted.
Section 50.61a(b)
This paragraph sets forth the applicability of the final rule and
specifies that its provisions apply only to those holders of operating
licenses whose construction permits were issued before February 3,
2010, and whose reactor vessels were designed and fabricated to the
1998 Edition or earlier of the ASME Code. Both elements must be
satisfied in order for a licensee to take advantage of Sec. 50.61a.
The rule does not apply to any combined license issued under Part 52
for two reasons: (1) the combined license would be issued after
February 3, 2010, and (2) none of the reactor vessels for the nuclear
power reactors covered by these combined licenses would have been
designed and fabricated to the 1998 Edition or earlier of the ASME
Code. The same logic also explains why Sec. 50.61a would not apply to
any design certification or manufacturing license issued under Part 52.
Section 50.61a(c)
This paragraph establishes the requirements governing NRC approval
of a licensee's use of Sec. 50.61a. The licensee has to make a formal
request to the NRC via a license amendment, and would only be allowed
to implement Sec. 50.61a upon NRC approval. The license amendment
request must provide information that includes: (1) Calculations of the
values of RTMAX-X values as required by Sec. 50.61a(c)(1);
(2) examination and assessment of flaws discovered by ASME Code
inspections as required by Sec. 50.61a(c)(2); and (3) comparison of
the RTMAX-X values against the applicable screening criteria
as required by Sec. 50.61a(c)(3). In doing so, the licensee also would
be required to use Sec. Sec. 50.61a(e), (f) and (g) to perform the
necessary calculations, comparisons, examinations, assessments, and
analyses.
Section 50.61a(d)
This paragraph defines the requirements for subsequent examinations
and flaw assessments after initial approval to use Sec. 50.61a has
been obtained under the requirements of Sec. 50.61a(c). It also
defines the required compensatory measures or analyses to be taken if a
licensee determines that the screening criteria will be exceeded.
Paragraph (d)(1) defines the requirements for subsequent
RTMAX-X assessments consistent with the requirements of
Sec. Sec. 50.61a(c)(1) and (c)(3). Paragraph (d)(2) defines the
requirements for subsequent examination and flaw assessments using the
requirements of Sec. 50.61a(e). Paragraphs (d)(3) through (d)(7)
define the requirements for implementing compensatory measures or
plant-specific analyses should the value of RTMAX-X be
projected to exceed the PTS screening criteria in Table 1 of this
section.
Section 50.61a(e)
This paragraph defines the requirements for verifying that the PTS
screening criteria in Sec. 50.61a are applicable to a particular
reactor vessel. The final rule requires that the verification be based
on an analysis of test results from ultrasonic examination of the
reactor vessel beltline materials required by ASME Code, Section XI.
Section 50.61a(e)(1)
This paragraph establishes limits on flaw density and size
distributions within the volume described in ASME Code, Section XI,
Figures IWB-2500-1 and IWB-2500-2, and limited to a depth of
approximately 1 inch from the clad-to-base metal interface or 10
percent of the vessel thickness, whichever is greater. Flaws in this
inspection volume contribute approximately 97 to 99 percent to the TWCF
at the screening limit.
The verification shall be performed line-by-line for Tables 2 and
3. For example, for the second line in Table 2, the licensee would
tabulate all of the flaws detected in the relevant inspection volume in
welds and would tally the
[[Page 19]]
number that have through-wall extents between the minimum
(TWEMIN) and maximum (TWEMAX) values for line 2
(0.075 inches and 0.475 inches), would divide that total number by the
number of thousands of inches of weld length examined to get a density,
and would compare the resulting density to the limit in line 2, column
3 (which is 166.70 flaws per 1000 inches of weld metal). The licensee
would then perform a similar analysis for line 3 in Table 2 by tallying
the number of the flaws that have through-wall extents between the
TWEMIN and TWEMAX values for line 3 (0.125 inches
and 0.475 inches), would divide the total number by the number of
thousands of inches of weld length examined to get a density, and would
compare the resulting density to the limit in line 3, column 3 (which
is 90.80 flaws per 1000 inches of weld metal). This process would be
repeated for each line in the tables.
This paragraph allows licensees to adjust test results from the
volumetric examination to account for the effects of NDE-related
uncertainties. If test data is adjusted to account for NDE-related
uncertainties, the methodology and statistical data used to account for
these uncertainties must be submitted for review and approval by the
Director of NRR.
This paragraph also states that if the licensee's flaw density and
size distribution exceeds the values in Tables 2 and 3, a neutron
fluence map would have to be submitted in accordance with Sec.
50.61a(e)(6).
Sections 50.61a(e)(1)(i) and (e)(1)(ii)
These paragraphs describe the flaw density limits for welds and for
plates and forgings, respectively.
Section 50.61a(e)(1)(iii)
This paragraph describes the specific ultrasonic examination
information to be submitted to the NRC. This paragraph establishes the
documenting requirement for axial and circumferential flaws with a
through-wall extent equal to or greater than 0.075 inches. Licensees
must document indications that have been observed through ultrasonic
inspections intended to locate axially-oriented flaws as ``axial''
(i.e., an axial flaw would be one identified by an ultrasonic
transducer oriented in the circumferential direction). All other
indications may be categorized as ``circumferential.'' The NRC will use
this information to evaluate whether plant-specific information
gathered in accordance with this rule suggests that the NRC should
generically re-examine the technical basis for the rule.
Section 50.61a(e)(2)
This paragraph requires that licensees verify that clad-to-base
metal interface flaws do not open to the inside surface of the vessel.
These types of flaws could have a substantial effect on the TWCF.
Section 50.61a(e)(3)
This paragraph establishes limits for flaws that are between the
clad-to-base metal interface and three-eights of the reactor vessel
wall thickness from the interior surface. Flaws exceeding these limits
could affect the TWCF. Flaws greater than three-eights of the reactor
vessel wall thickness from the interior surface of the reactor vessel
thickness do not contribute to the TWCF at the screening limit.
Section 50.61a(e)(4)
This paragraph establishes requirements to be met if flaws exceed
the limits in Sec. Sec. 50.61a(e)(1) and (e)(3), or open to the inside
surface of the reactor vessel. This section requires an analysis to
demonstrate that the reactor vessel would have a TWCF of less than 1 x
10-\6\ per reactor year. The analysis could be a complete,
plant-specific, probabilistic fracture mechanics analysis or could be a
simplified analysis of flaw size, orientation, location and
embrittlement to demonstrate that the actual flaws in the reactor
vessel are not in locations, and/or do not have orientations, that
would cause the TWCF to be greater than 1 x 10-\6\ per
reactor year. With specific regard to circumferentially-oriented flaws
that exceed the limits of Sec. Sec. 50.61a(e)(1) and (e)(3), it may be
noted that even if a reactor pressure vessel has a circumferential weld
at the RTMAX-CW limits of Table 1, this weld only
contributes 1 x 10-\8\ per reactor year to the TWCF
predicted for the vessel. Licensees must comply with this if the
requirements of Sec. Sec. 50.61a(e)(1), (e)(2), and (e)(3) are not
satisfied.
Section 50.61a(e)(5)
This paragraph describes the critical parameters to be addressed if
flaws exceed the limits in Sec. Sec. 50.61a(e)(1) and (e)(3) or if the
flaws would open to the inside surface of the reactor vessel. This
paragraph will be required to be implemented if the requirements of
Sec. Sec. 50.61a(e)(1), (e)(2), and (e)(3) are not satisfied.
Section 50.61a(e)(6)
This paragraph establishes the requirements for submitting a
neutron fluence map if the flaw density and sizes are greater than
those specified in Tables 2 and 3. Regulatory Guide 1.190 provides an
acceptable methodology for determining the reactor vessel neutron
fluence.
Section 50.61a(f)(1) through (f)(5)
These paragraphs define the process for calculating the values for
the material properties (i.e., RTMAX-X) for a particular
reactor vessel. These values are based on the vessel's copper,
manganese, phosphorus, and nickel weight percentages, reactor cold leg
temperature, and neutron flux and fluence values, as well as the
unirradiated RTNDT of the product form in question.
Section 50.61a(f)(6)
This paragraph requires licensees to consider the plant-specific
information that could affect the use of the embrittlement model
established in the final rule.
Section 50.61a(f)(6)(i)
This paragraph establishes the requirements to perform data checks
to determine if the surveillance data show a significantly different
trend than what the embrittlement model in this rule predicts.
Licensees are required to evaluate the surveillance for consistency
with the embrittlement model by following the procedures specified by
Sec. Sec. 50.61a(f)(6)(ii), (f)(6)(iii), and (f)(6)(iv).
Section 50.61a(f)(6)(ii)
This paragraph establishes the requirements to perform an estimate
of the mean deviation of the surveillance data set from the
embrittlement model. The mean deviation for the surveillance data set
must be compared to values given in Table 5 or Equation 10. The
surveillance data analysis must follow the criteria in Sec. Sec.
50.61a(f)(6)(v) and (f)(6)(vi).
Section 50.61a(f)(6)(iii)
This paragraph establishes the requirements to estimate the slope
of the embrittlement model residuals (i.e., the difference between the
measured and predicted value for a specific data point). The licensee
must estimate the slope using Equation 11 and compare this value to the
maximum permissible value in Table 6. This surveillance data analysis
must follow the criteria in Sec. Sec. 50.61a(f)(6)(v) and (f)(6)(vi).
Section 50.61a(f)(6)(iv)
This paragraph establishes the requirements to estimate an outlier
deviation from the embrittlement model for the specific data set using
Equations 8 and 12. The licensee must compare the normalized residuals
to the allowable values in Table 7. This
[[Page 20]]
surveillance data analysis must follow the criteria in Sec. Sec.
50.61a(f)(6)(v) and (f)(6)(vi).
Section 50.61a(f)(6)(v)
This paragraph establishes the criteria to be satisfied in order to
calculate the [Delta]T30 shift values.
Section 50.61a(f)(6)(vi)
This paragraph establishes the actions to be taken by a licensee if
the criteria in Sec. 50.61a(f)(6)(v) are not met. The licensee must
submit an evaluation of the surveillance data and propose values for
[Delta]T30, considering their plant-specific surveillance
data, for review and approval by the Director of NRR. The licensee must
submit an evaluation of each surveillance capsule removed from the
vessel after the submittal of the initial application for review and
approval by the Director of NRR no later than 2 years after the capsule
is withdrawn from the vessel.
Section 50.61a(g)
This paragraph provides the necessary equations and variables
required by Sec. 50.61a(f). These equations were calibrated to the
surveillance database collected in accordance with the requirements of
10 CFR part 50, Appendix H. This database contained data occupying the
range of variables detailed in the table below.
----------------------------------------------------------------------------------------------------------------
Values characterizing the surveillance database
------------------------------------------------
Variable Symbol Units Standard
Average deviation Minimum Maximum
----------------------------------------------------------------------------------------------------------------
Neutron Fluence (E>1MeV)........ [phi]t n/cm \2\ 1.24E+19 1.19E+19 9.26E+15 1.07E+20
Neutron Flux (E>1MeV)........... [phi] n/cm \2\/sec 8.69E+10 9.96E+10 2.62E+08 1.63E+12
Irradiation Temperature......... T [deg]F 545 11 522 570
Copper content.................. Cu weight % 0.140 0.084 0.010 0.410
Nickel content.................. Ni weight % 0.56 0.23 0.04 1.26
Manganese content............... Mn weight % 1.31 0.26 0.58 1.96
Phosphorus content.............. P weight % 0.012 0.004 0.003 0.031
----------------------------------------------------------------------------------------------------------------
Tables 1 through 7
Table 1 provides the PTS screening criteria for comparison with the
licensee's calculated RTMAX-X values. Tables 2 and 3 provide
values to be used in Sec. 50.61a(e). Tables 4 through 7 provide values
to be used in Sec. 50.61a(f).
V. Availability of Documents
The documents identified below are available to interested persons
through one or more of the following methods, as indicated.
Public Document Room (PDR). The NRC PDR is located at 11555
Rockville Pike, Rockville, Maryland 20852.
Regulations.gov (Web). These documents may be viewed and downloaded
electronically through the Federal eRulemaking Portal https://www.regulations.gov, Docket number NRC-2007-0008.
NRC's Electronic Reading Room (ERR). The NRC's public electronic
reading room is located at www.nrc.gov/reading-rm.html.
----------------------------------------------------------------------------------------------------------------
Document PDR Web ERR (ADAMS)
----------------------------------------------------------------------------------------------------------------
Federal Register Notice--Proposed Rule: x NRC-2007-0008 ML072750659
Alternate Fracture Toughness
Requirements for Protection Against
Pressurized Thermal Shock Events (RIN
3150-AI01), 72 FR 56275, October 3,
2007.
Regulatory History for RIN 3150-AI01, x ............................. ML072880444
Proposed Rulemaking Alternate Fracture
Toughness Requirements for Protection
Against Pressurized Thermal Shock
Events.
Letter from Thomas P. Harrall, Jr., x NRC-2007-0008 ML073521542
dated December 17, 2007, ``Comments on
Proposed Rule 10 CFR 50, Alternate
Fracture Toughness Requirements for
Protection Against Pressurized Thermal
Shock Events, RIN 3150-AI01''
[Identified as Duke].
Letter from Jack Spanner, dated December x NRC-2007-0008 ML073521545
17, 2007, ``10 CFR 50.55a Proposed
Rulemaking Comments RIN 3150-AI01''
[Identified as EPRI].
Letter from James H. Riley, dated x NRC-2007-0008 ML073521543
December 17, 2007, ``Proposed
Rulemaking--Alternate Fracture
Toughness Requirements for Protection
Against Pressurized Thermal Shock
Events (RIN 3150-AI01), 72 FR 56275,
October 3, 2007'' [Identified as NEI].
Letter from Melvin L. Arey, dated x NRC-2007-0008 ML073521547
December 17, 2007, ``Transmittal of
PWROG Comments on the NRC Proposed Rule
on Alternate Fracture Toughness
Requirements for Protection Against
Pressurized Thermal Shock Events, RIN
3150-AI01, PA-MSC-0232'' [Identified as
PWROG].
Letter from T. Moser, dated December 17, x NRC-2007-0008 ML073610558
2007, ``Strategic Teaming and Resource
Sharing (STARS) Comments on RIN 3150-
AI01, Alternate Fracture Toughness
Requirements for Protection Against
Pressurized Thermal Shock Events, 72 FR
56275 (October 3,2007)'' [Identified as
STARS].
Federal Register Notice--Supplemental x NRC-2007-0008 ML081440656
Proposed Rule: Alternate Fracture
Toughness Requirements for Protection
Against Pressurized Thermal Shock
Events (RIN 3150-AI01), 73 FR 46557
August 11, 2008.
Supplemental Regulatory Analysis........ x NRC-2007-0008 ML081440673
Supplemental OMB Supporting Statement... x NRC-2007-0008 ML081440736
[[Page 21]]
Regulatory History Related to x NRC-2007-008 ML082740222
Supplemental Proposed Rule: Alternate
Fracture Toughness Requirements for
Protection Against Pressurized Thermal
Shock Events, 10 CFR 50.61a (RIN
3150[dash]AI01).
E-mail from Todd A. Henderson, FENOC, x NRC-2007-0008 ML082600288
dated September 15, 2008, ``RIN
3150[dash]AI01: Comments on Alternate
Fracture Toughness Requirements for
Protection Against Pressurized Thermal
Shock Events'' [Identified as FENOC].
Letter from Dennis E. Buschbaum, dated x NRC-2007-0008 ML082550705
September 9, 2008, ``Transmittal of
PWROG Additional Comments on the NRC
`Proposed Rule on Alternate Fracture
Toughness Requirements for Protection
Against Pressurized Thermal Shock
Events', RIN 3150-AI01, PA-MSC0421''
[Identified as PWROG2].
Letter from Jack Spanner, dated x NRC-2007-0008 ML082550710
September 10, 2008, ``Proposed
Rulemaking Comments RIN 3150-AI01''
[Identified as EPRI2].
``Statistical Procedures for Assessing x ............................. ML081290654
Surveillance Data for 10 CFR Part
50.61a''.
``A Physically Based Correlation of x ............................. ML081000630
Irradiation Induced Transition
Temperature Shifts for RPV Steel''.
NUREG-1806, ``Technical Basis for x ............................. ML061580318
Revision of the Pressurized Thermal
Shock (PTS) Screening Limits in the PTS
Rule (10 CFR 50.61): Summary Report''.
NUREG-1874, ``Recommended Screening x ............................. ML070860156
Limits for Pressurized Thermal Shock
(PTS)''.
Memorandum from Elliot to Mitchell, x ............................. ML070950392
dated April 3, 2007, ``Development of
Flaw Size Distribution Tables for Draft
Proposed Title 10 of the Code of
Federal Regulations (10 CFR) 50.61a''.
Memo from J. Uhle, dated May 15, 2008, x ............................. ML081120253
``Embrittlement Trend Curve Development
for Reactor Pressure Vessel Materials''.
Draft ``Technical Basis for Revision of x ............................. ML081120289
Regulatory Guide 1.99: NRC Guidance on
Methods to Estimate the Effects of
Radiation Embrittlement on the Charpy
V[dash]Notch Impact Toughness of
Reactor Vessel Materials''.
``Comparison of the Predictions of RM-9 x ............................. ML081120365
to the IVAR and RADAMO Databases''.
Memo from M. Erickson Kirk, dated x ............................. ML081120380
December 12, 2007, ``New Data from
Boiling Water Reactor Vessel Integrity
Program (BWRVIP) Integrated
Surveillance Project (ISP)''.
``Further Evaluation of High Fluence x ............................. ML081120600
Data''.
Regulatory Guide (RG) 1.154, ``Format x ............................. ML003740028
and Content of Plant-Specific
Pressurized Thermal Shock Analysis
Reports for Pressurized Water
Reactors''.
Final OMB Supporting Statement Related x NRC-2007-0008 ML092710534
to Final Rule: Alternate Fracture
Toughness Requirements for Protection
Against Pressurized Thermal Shock
Events, 10 CFR 50.61a (RIN 3150-AI01).
Regulatory Analysis Related to Final x NRC-2007-0008 ML092710544
Rule: Alternate Fracture Toughness
Requirements for Protection Against
Pressurized Thermal Shock Events, 10
CFR 50.61a (RIN 3150-AI01).
Summary and Analysis of Public Comments x NRC-2007-0008 ML092710402
Related to the Alternate Fracture
Toughness Requirements for Protection
Against Pressurized Thermal Shock
Events.
----------------------------------------------------------------------------------------------------------------
VI. Agreement State Compatibility
Under the ``Policy Statement on Adequacy and Compatibility of
Agreement States Programs,'' approved by the Commission on June 20,
1997, and published in the Federal Register (62 FR 46517) on September
3, 1997, this rule is classified as compatibility category ``NRC.''
Agreement State Compatibility is not required for Category ``NRC''
regulations. The NRC program elements in this category are those that
relate directly to areas of regulation reserved to the NRC by the
Atomic Energy Act or the provisions of Title 10 of the Code of Federal
Regulations. Although an Agreement State may not adopt program elements
reserved to NRC, it may wish to inform its licensees of certain
requirements via a mechanism that is consistent with the particular
State's administrative procedure laws. Category ``NRC'' regulations do
not confer regulatory authority on the State.
VII. Voluntary Consensus Standards
The National Technology Transfer and Advancement Act of 1995,
Public Law 104-113, requires that Federal agencies use technical
standards that are developed or adopted by voluntary consensus
standards bodies unless using such a standard is inconsistent with
applicable law or is otherwise impractical.
The NRC determined that there is only one technical standard
developed that could be used for characterizing the embrittlement
correlations. That standard is the American Society for Testing and
Materials (ASTM) standard E-900, ``Standard Guide for Predicting
Radiation-Induced Temperature Transition Shift in Reactor Vessel
Materials.'' This standard contains a different embrittlement
correlation than that of this final rule. However, the correlation
developed by the NRC has been more recently calibrated to available
data. As a result, ASTM standard E-900 is not a practical candidate for
application in the technical basis for the final rule because it does
not represent the broad range of conditions necessary to justify a
revision to the regulations.
The ASME Code requirements are used as part of the volumetric
examination analysis requirements of the final rule. ASTM Standard
Practice E 185, ``Standard Practice for Conducting Surveillance Tests
for Light-Water Cooled Nuclear Power Reactor Vessels,'' is incorporated
by reference