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| issue date = 12/19/2009
| issue date = 12/19/2009
| title = Pre-Filed Hearing Exhibit NYS000380, Gorman, Et Al., Companion Guide to ASME Boiler & Pressure Vessel Code, Chapter 44, PWR Reactor Vessel Alloy 600 Issues (Dec. 19, 2009)
| title = Pre-Filed Hearing Exhibit NYS000380, Gorman, Et Al., Companion Guide to ASME Boiler & Pressure Vessel Code, Chapter 44, PWR Reactor Vessel Alloy 600 Issues (Dec. 19, 2009)
| author name = Gorman J, Hunt S, Riccardella P, White G A
| author name = Gorman J, Hunt S, Riccardella P, White G
| author affiliation = American Society of Mechanical Engineers (ASME)
| author affiliation = American Society of Mechanical Engineers (ASME)
| addressee name =  
| addressee name =  
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=Text=
=Text=
{{#Wiki_filter:CHAPTER 44
{{#Wiki_filter:NYS000380 Submitted: June 19, 2012 ASME_Ch44_p001-026.qxd        12/19/09      7:36 AM    Page 1 CHAPTER 44 PWR REACTOR VESSEL ALLOY 600 ISSUES Jeff Gorman, Steve Hunt, Pete Riccardella, and Glenn A. White


==44.1INTRODUCTION==
==44.1        INTRODUCTION==
Primary water stress corrosion cracking (PWSCC) of alloy 600nickel-chromium-iron base metal and related alloys 82 and 182
44.2.1      Alloy 600 Base Metal Alloy 600 is a nickel-based alloy (72% Ni minimum, 14-17%
Primary water stress corrosion cracking (PWSCC) of alloy 600        Cr, 6-10% Fe) with high general corrosion resistance that has nickel-chromium-iron base metal and related alloys 82 and 182         been widely used in light water reactor (LWR) power plants, i.e.,
weld metal has become an increasing concern for commercial            in PWRs and boiling water reactors (BWRs). In PWR plants, pressurized water reactor (PWR) plants. Cracks and leaks have          alloy 600 has been used for steam generator tubes, CRDM been discovered in alloys 600/82/182 materials at numerous PWR        nozzles, pressurizer heater sleeves, instrument nozzles, and simi-plant primary coolant system locations, including at several loca-    lar applications. The alloy was originally developed by the tions in the reactor vessels. The reactor vessel locations include top International Nickel Corporation (INCO) and is also known as head control rod drive mechanism (CRDM) nozzles, top head ther-        Inconel 600, which is a trademark now held by the Special Metals mocouple nozzles, bottom head instrument nozzles, and reactor          Corporation [1]. The reasons that alloy 600 was selected for use vessel outlet and inlet nozzle butt welds. The consequences of this    in LWRs in the 1950s and 1960s include the following [2-7]:
PWSCC have been significant worldwide with 72 leaks through May 2004 (56 CRDM nozzles, 13 reactor vessel closure head                (a) It has good mechanical properties, similar to those of thermocouple nozzles, 2 reactor pressure vessel bottom-mounted                austenitic stainless steels.
instrument nozzles, and 1 piping butt weld), many cracked noz-            (b) It can be formed into tubes, pipes, bars, forgings, and cast-zles and welds, expensive inspections, more than 60 heads                    ings suitable for use in power plant equipment.
replaced, several plants with several-month outage extensions to          (c) It is weldable to itself and can also be welded to carbon, repair leaks, and a plant shutdown for more than 2 years due to              low-alloy, and austenitic stainless steels.
extensive corrosion of the vessel head resulting from leak-age            (d) It is a single-phase alloy that does not require postweld heat from a PWSCC crack in a CRDM nozzle. This chapter addresses                  treatment. Also, when subjected to postweld heat treatments alloys 600/82/182 material locations in reactor vessels, operating            that are required for low-alloy steel parts to which it is weld-experience, causes of PWSCC, inspection methods and findings,                ed, the resulting sensitization (decreased chromium levels at safety considerations, degradation predictions, repair methods,              grain boundaries associated with deposition of chromium remedial measures, and strategic planning to address PWSCC at                carbides at the boundaries) does not result in the high sus-the lowest possible net present value cost.                                  ceptibility to chloride attack exhibited by austenitic stain-Several example cases of PWSCC, and resulting boric acid cor-              less steels that are exposed to such heat treatments.
rosion, are described in the following paragraphs of this chapter        (e) It has good general corrosion resistance in high temperature and, in some cases, the remedial or repair measures are described.            water environments, resulting in low levels of corrosion It is important to note that the repairs and remedial measures                products entering the coolant and resulting in low rates of described may not apply to all situations. Accordingly, it is                wall thinning.
important to review each new incident on a case-by-case basis to          (f) It is highly resistant to chloride stress corrosion cracking ensure that the appropriate corrective measures are applied,                  (SCC), and has better resistance to caustic SCC than including the need for inspections of other similar locations that            austenitic stainless steels.
may also be affected.                                                    (g) Its thermal expansion properties lie between those of car-bon/low-alloy steels and austenitic stainless steels, making it a good transition metal between these materials.
44.2        ALLOY 600 APPLICATIONS It was alloy 600s high resistance to SCC, especially chloride-Figure 44.1 shows locations where alloy 600 base metal and          induced SCC, that led to its selection for steam generator tubing alloy 82 or 182 weld metal are used in PWR plant reactor ves-          in PWRs in the 1950s and 1960s. Several early PWRs had experi-sels. It should be noted that not all PWR reactor vessels have        enced SCC of austenitic stainless steel steam generator tubing, alloys 600/82/182 materials at each of the locations shown in          variously attributed to chlorides and caustics, and this had led to a Fig. 44.1.                                                            desire to use a tubing alloy with increased resistance to these


weld metal has become an increasing concern for commercial pressurized water reactor (PWR) plants. Cracks and leaks have been discovered in alloys 600/82/182 materials at numerous PWR plant primary coolant system locations, including at several loca-tions in the reactor vessels. The reactor vessel locations include top head control rod drive mechanism (CRDM) nozzles, top head ther-
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* Chapter 44 FIG. 44.1  LOCATIONS WITH ALLOYS 600/82/182 MATERIALS IN TYPICAL PWR VESSEL environments. Similarly, some early cases of SCC of stainless        susceptibility in noncontaminated PWR primary coolant environ-steel nozzle materials in BWRs during initial plant construction      ments. However, by the early 1970s, it had been confirmed by sever-and startup, which was attributed to exposure to chlorides and        al organizations in addition to Coriou that PWSCC of highly fluorides, led to the wide-scale adoption of alloy 600 and its relat- stressed alloy 600 could occur in noncontaminated high-temperature ed weld materials for use in BWR vessel nozzles and similar          pure and primary water environments after long periods of time applications [8].                                                    [13-15]. Starting with Siemens in the late 1960s, some designers The first report of SCC of alloy 600 in high-temperature pure or  began to move away from use of alloy 600 to other alloys, such primary water environments was that of Coriou and colleagues in      as alloy 800 for steam generator tubes and austenitic stainless 1959 [9] at a test temperature of 350C (662F). This type of crack-  steels for structural applications [15]. By the mid-1980s, alloy 690, ing came to be known as pure water or primary water SCC              an alternate nickel-based alloy with about twice as much chromium (PWSCC) or, more recently, as low potential SCC (LPSCC). In          as alloy 600 (~30% vs. ~15%), had been developed and began to response to Corious 1959 report of PWSCC, research was conduct-      be used in lieu of alloy 600 for steam generator tubing [16]. By the ed to assess alloy 600s susceptibility to SCC in high-temperature    early 1990s, alloy 690 began to be used for structural applications pure and primary water. Most of the results of this research in the  such as CRDM nozzles and steam generator divider plates.
1960s indicated that alloy 600 was not susceptible unless specific contaminants were present [10-12]. The conditions leading to sus-     44.2.2      Alloys 82 and 182 Weld Metal ceptibility included the presence of crevices and the presence of        Weld alloys 82 and 182 have been commonly used to weld oxygen. Most of the test results of the 1960s did not indicate        alloy 600 to itself and to other materials. These alloys are also


mocouple nozzles, bottom head instrument nozzles, and reactor vessel outlet and inlet nozzle butt welds. The consequences of this PWSCC have been signicant worldwide with 72 leaks through May 2004 (56 CRDM nozzles, 13 reactor vessel closure head thermocouple nozzles, 2 reactor pressure vessel bottom-mounted instrument nozzles, and 1 piping butt weld), many cracked noz-zles and welds, expensive inspections, more than 60 heads replaced, several plants with several-month outage extensions to repair leaks, and a plant shutdown for more than 2 years due to extensive corrosion of the vessel head resulting from leak-age
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* 3 used for nickel-based alloy weld deposit (buttering) on weld          vessels had eight 1.0-in. outside diameter alloy 600 thermocouple preparations and for cladding on areas such as the insides of reac-  nozzles welded to the periphery of the head by J-groove welds.
tor vessel nozzles and steam generator tubesheets. Alloy 82 is bare      Most of the Combustion Engineering vessels have alloy 600 electrode material and is used for gas tungsten arc welding          incore instrument (ICI) nozzles welded to the periphery of the top (GTAW), also known as tungsten inert gas (TIG) welding. Alloy        head by J-groove welds. These ICI nozzles are similar to CEDM 182 is a coated electrode material and is used in shielded metal arc  nozzles except that they range from 4.5 to 6.6 in. outside diame-welding (SMAW). The compositions of the two alloys are some-          ter. Several Westinghouse plants have 3.5 to 5.4 in. outside diame-what different, leading to different susceptibilities to PWSCC.      ter alloy 600 auxiliary head adapters and de-gas line nozzles Alloy 182 has lower chromium (13-17%) than alloy 82 (18-22%)          attached to the top head by J-groove welds. Several Westinghouse and has higher susceptibility to PWSCC, apparently as a result of    plants have 5.3 to 6.5 in. outside diameter internals support hous-the lower chromium content. Most welds, even if initiated or com-    ings and auxiliary head adapters attached to the vessel top head pleted with alloy 82 material, have some alloy 182 material.          surface by alloy 82/182 butt welds.
In recent years, alloys 52 and 152, which have about 30%              In summary, PWR reactor vessels have 38 to 102 alloy 600 noz-chromium and are thus highly resistant to PWSCC, have been           zles welded to the top head, with most of these attached to the used in lieu of alloys 82 and 182, respectively, for repairs and for  heads after stress relief of the head by alloy 82/182 J-groove welds.
new parts such as replacement reactor vessel heads.
44.2.4      BMI Penetrations 44.2.3      RPV Top-Head Penetrations                                    All of the Westinghouse and Babcock & Wilcox-designed reac-CRDMs in Westinghouse- and Babcock & Wilcox-designed              tor vessels in the United States and three of the Combustion PWR plants and control element drive mechanisms (CEDMs) in            Engineering-designed reactor vessels in the United States have Combustion Engineering-designed PWR plants are mounted on            alloy 600 instrument nozzles mounted to the vessel bottom heads.
the top surface of the removable reactor vessel head. Figure 44.2     These are often referred to as bottom-mounted instrument (BMI) shows a typical CRDM nozzle in a Babcock & Wilcox-designed            nozzles. These nozzles range from 1.5 to 3.5 in. outside diameter.
plant. Early vintage Westinghouse PWR plants have as few as 37        As shown in Fig. 44.3, a typical BMI nozzle is welded to the bot-CRDM nozzles and later vintage Combustion Engineering plants          tom head by a J-groove weld. In the case of the Westinghouse and have as many as 97 CEDM nozzles. These nozzles are machined          Combustion Engineering plants, the J-groove welds were made from alloy 600 base metal with finished outside diameters ranging    after stress relieving the vessel. In the case of the Babcock &
from 3.5 to 4.3 in. and with wall thicknesses ranging from about      Wilcox-designed plants, the J-groove welds were made prior to 0.4 to 0.8 in. In some cases, a stainless steel flange is welded to  vessel stress relief. Early test experience at a Babcock & Wilcox-the alloy 600 nozzle with an alloy 82/182 butt weld. The nozzles      designed plant showed a flow vibration concern with the portions are installed in the reactor vessel head with a small clearance or    of the BMI nozzles inside the bottom head plenum. Accordingly, interference fit (0.004 in. maximum interference on the diameter)    all of the Babcock & Wilcock plant BMI nozzles were modified and are then welded to the vessel head by an alloy 82/182            after initial installation to increase the diameter of the portion of J-groove weld. The surface of the J-groove weld preparation is        the nozzle extending into the lower plenum. The new extension coated with a thin butter layer of alloy 182 weld metal before        was alloy 600 and the modification weld was made using alloy stress relieving the vessel head so that the nozzles can be installed 82/182 weld metal, with no subsequent stress relief heat treatment.
and the final J-groove weld can be made after vessel stress relief.
This avoids possible distortion that could occur if the CRDM noz-    44.2.5      Butt Welds zles were welded into the vessel head before vessel stress relief.      Many Westinghouse reactor vessels have alloy 82/182 butt Most vessels have a single 1.0-1.3 in. outside diameter alloy      welds between the low-alloy steel reactor vessel inlet and outlet 600 head vent nozzle welded to a point near the top of the head by    nozzles and the stainless steel reactor coolant pipe, as shown in a J-groove weld. Two of the early Babcock & Wilcox-designed          Fig. 44.4. In most cases, these welds include alloy 182 cladding on the inside of the nozzle and an alloy 182 butter layer applied to the end of the low-alloy steel nozzle prior to vessel stress relief.
FIG. 44.2 TYPICAL CONTROL ROD DRIVE MECHANISM                        FIG. 44.3 TYPICAL BOTTOM-MOUNTED INSTRUMENT (CRDM) NOZZLE                                                        (BMI) NOZZLE


from a PWSCC crack in a CRDM nozzle. This chapter addresses alloys 600/82/182 material locations in reactor vessels, operating experience, causes of PWSCC, inspection methods and ndings, safety considerations, degradation predictions, repair methods, remedial measures, and strategic planning to address PWSCC at the lowest possible net present value cost. Several example cases of PWSCC, and resulting boric acid cor-rosion, are described in the following paragraphs of this chapter
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* Chapter 44 82/182 welds. In most cases, the vessel cladding in the area of the lugs is also alloy 182 weld metal.
44.2.7      Miscellaneous Alloy 600 Parts Most reactor vessel lower closure flanges have alloy 600 leak-age monitor tubes welded to the flange surface by alloys 82/182 weld metal. These are not discussed further since the leakage monitor tubes are not normally filled with water and, therefore, are not normally subjected to conditions that contribute to PWSCC.
44.3        PWSCC 44.3.1      Description of PWSCC PWSCC is the initiation and propagation of intergranular cracks through the material in a seemingly brittle manner, with little or no plastic deformation of the bulk material and without FIG. 44.4    TYPICAL REACTOR VESSEL INLET/OUTLET                      the need for cyclic loading. It generally occurs at stress levels NOZZLE                                                                  close to the yield strength of the bulk material, but does not involve significant material yielding.
PWSCC occurs when three controlling factors, material sus-Babcock & Wilcox-designed plants, and all but one                    ceptibility, tensile stress, and the environment, are sufficiently Combustion-Engineering-designed plant, do not have alloy 82/182         severe. Increasing the severity of any one or two of the three butt welds at reactor vessel inlet and outlet nozzles since the reac-  factors can result in PWSCC occurring, even if the severity of the tor coolant piping is low-alloy steel as opposed to stainless steel. remaining factor or factors is not especially high. The three Reactor vessel core flood line nozzles in Babcock & Wilcox-          factors are discussed separately in the following sections.
designed plants have alloy 182 cladding and alloy 82/182 butt              While mechanistic theories for PWSCC have been proposed, a welds between the low-alloy steel nozzle and stainless steel core      firm understanding of the underlying mechanism of PWSCC has flood pipe.                                                            not been developed. Accordingly, the influence of material susceptibility, stresses, and environment must be treated on an 44.2.6      Core Support Attachments                                    empirical basis, without much support from theoretical models.
Most PWR vessels have alloy 600 lugs attached to the inside surface of the vessel, as shown in Fig. 44.5, to guide the reactor      44.3.2      Causes of PWSCC: Material Susceptibility internals laterally or to support the reactor internals in the event of    Based on laboratory test data and plant experience, the follow-structural failure of the internals. These lugs are attached to        ing main factors influence the susceptibility of alloy 600 base cladding on the inside of the vessel by full penetration alloy          metal and its weld alloys to PWSCC:
(a) Microstructure. Resistance to PWSCC tends to increase as the fraction of the grain boundaries that are decorated by chromium carbides increases. Various models have been proposed to explain this effect such as one where the car-bides act as dislocation sources and enhance plastic defor-mation at crack tips, thereby blunting the cracks and imped-ing their growth [17]. The absence of carbides in the matrix of grains also correlates with higher resistance to PWSCC, as does larger grain size [18].
(b) Yield Strength. Susceptibility to PWSCC appears to increase as the yield strength increases. However, this is considered to be a result of higher yield strength material supporting high-er residual stress levels and is, therefore, more of a stress than a material effect. As discussed in para. 44.3.3, tests indi-cate that the time to PWSCC initiation varies inversely with the fourth to seventh power of the total (applied plus resid-ual) tensile stress [19-21].
(c) Chromium Concentration. Tests of wrought materials and weld materials in the nickel-chromium-iron alloy group of materials consistently indicate that susceptibility to PWSCC decreases as the chromium content increases [22,23].
Materials with 30% chromium or more are highly resistant to PWSCC. The improved resistance of alloy 82 vs. alloy FIG. 44.5    TYPICAL CORE SUPPORT LUG                                          182 weld metal is attributed to the higher chromium


and, in some cases, the remedial or repair measures are described.
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* 5 concentration of alloy 82 (18-22%) vs. that of alloy 182      However, axial stresses can also be high and circumferential (13-17%). Alloy 690 base metal and alloys, 52 and 152          cracks have occurred in a few cases.
weld metal, with about 30% chromium, have been found to          For the case of butt welds, the weld shrinkage that occurs as be highly resistant to PWSCC in numerous tests.                progressive passes are applied from the outside surface produces (d) Concentrations of Other Species and Weld Flaws. No clear      tensile hoop stresses throughout the weld, axial tensile stresses on trends in PWSCC susceptibility have been observed as a        the outside weld surface (and often also the inside weld surface),
function of the concentration of other species in the alloy    and a region of axial compressive stress near midwall thickness.
such as carbon, boron, sulfur, phosphorous, or niobium.        The hoop stresses can contribute to axial PWSCC cracks in the However, to the extent that these species, in combination      weld and the axial stresses can contribute to circumferential with the thermomechanical processing to which the part is      cracks. Finite element analyses show that the hoop stresses on the subjected, affect the carbide microstructure, they can have    wetted inside surface of a butt weld are typically higher than the an indirect influence on susceptibility to PWSCC. Also, hot    axial stresses at high stress locations, such that cracks are predict-cracks caused by some of these species (e.g., sulfur and      ed to be primarily axial in orientation. However, if welds are phosphorous) can act as PWSCC initiators and, thus,            repaired on the inside surface, or subjected to deep repairs from increase PWSCC susceptibility.                                the outside surface, the residual hoop and axial stresses on the wetted inside surface can both approach the yield strength of the 44.3.3      Causes of PWSCC: Tensile Stresses                        weld metal and can cause circumferential as well as axial cracks.
Industry design requirements, such as ASME BPVC Section III, specify the allowable stresses for reactor vessel components    44.3.4      Causes of PWSCC: Environment and attachments. The requirements typically apply to operating Several environmental parameters affect the rate of PWSCC condition loadings such as internal pressure, differential thermal initiation and growth. Temperature has a very strong effect. The expansion, dead weight, and seismic conditions. However, the effects of water chemistry variations are not very strong, assum-industry design standards do not typically address residual stress-ing that the range of chemistry variables is limited to those that es that can be induced in the parts during fabrication. These resid-are practical for PWR primary coolant, i.e., with the coolant con-ual stresses are often much higher than the operating condition taining an alkali to raise pH above neutral and hydrogen to scav-stresses and are ignored by the standards since they are secondary enge oxygen.
(self-relieving) in nature. It is the combination of operating condi-tion stresses and residual stresses that lead to PWSCC.                  (a) Temperature. PWSCC is strongly temperature dependent.
For the case of penetrations attached to the vessel heads by par-          The activation energy for crack initiation is about 44 tial penetration J-groove welds, high residual stresses are caused            kcal/mole for thick section nozzle materials [24] and 50 by two main factors. Firstly, the surfaces of nozzles are typically          kcal/mole for thinner cold-worked steam generator tubing machined prior to installation in the vessel. This machining cold            material [25]. The activation energy for crack growth is works a thin layer (up to about 0.005 in. thick) on the surface,              about 31 kcal/mole [26]. Using these values, the relative thereby significantly increasing the material yield and tensile              factors for crack initiation and growth at typical pressuriz-strength near the surface. Secondly, weld shrinkage, which occurs            er and cold leg temperatures of 653F and 555F relative to when welding the nozzle into the high restraint vessel shell, pulls          an assumed hot leg temperature of 600F are given in the nozzle wall outward, thereby creating yield strength level                Table 44.1.
residual hoop stresses in the nozzle base metal and higher              (b) Hydrogen Concentration. Tests using crack growth rate strength cold-worked surface layers. These high residual hoop                specimens have shown that crack growth tends to be a max-stresses contribute to the initiation of axial PWSCC cracks in the            imum when the hydrogen concentration results in the elec-cold-worked surface layer and to the subsequent growth of the                trochemical potential being at or close to the potential where axial cracks in the lower strength nozzle base material. The lower            the Ni/NiO phase transition occurs [27]. Higher or lower frequency of cracking in weld metal relative to base metal may                values of hydrogen decrease crack growth rates. This effect result from the fact that welds tend not to be cold worked and                can be substantial, with peak crack growth rates in some then subjected to high strains after the cold work.                          cases being up to four times faster when the hydrogen con-Residual stresses in the nozzles and welds can lead to crack ini-          centration is at the value causing peak growth rate as com-tiation from the inside surface of the nozzle opposite from the              pared to conditions with hydrogen values well away from weld, from the outside surface of the nozzle near the J-groove                the peak growth rate value, as shown in Fig. 44.6 [27]. Tests weld, or from the surface of the J-groove weld.                              at various temperatures show that the hydrogen concentra-Most PWSCC cracks have been axially oriented. This is consis-              tion for the Ni/NiO transition varies systematically with tent with results of finite element stress analyses, which predict            temperature, and that the hydrogen concentration causing that the hoop stresses exceed the axial stresses at most locations.           the peak growth rate exhibits a similar trend, with the


It is important to note that the repairs and remedial measures described may not apply to all situations. Accordingly, it is important to review each new incident on a case-by-case basis to ensure that the appropriate corrective measures are applied, including the need for inspections of other similar locations that may also be affected. 44.2ALLOY 600 APPLICATIONS Figure 44.1 shows locations where alloy 600 base metal andalloy 82 or 182 weld metal are used in PWR plant reactor ves-sels. It should be noted that not all PWR reactor vessels have alloys 600/82/182 materials at each of the locations shown in
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* Chapter 44 FIG. 44.6 ALLOY 600 CRACK GROWTH RATE AT 338°C PLOTTED VS.
HYDROGEN CONCENTRATION [27]
concentration causing the peak crack growth rate becoming          While tests of crack growth rate indicate increases in pH and lower as temperature decreases (e.g., 10 cc/kg at 320C, 17    lithium concentration within the normal ranges used for PWRs cc/kg at 330ºC, 24 cc/kg at 338C, and 27.5 cc/kg at 360C). have minimal effects on crack growth rate, some evaluations of Crack initiation may depend on hydrogen concentration in a      crack initiation data indicate that increases in pH and lithium similar manner. However, enough testing to determine the        cause moderate increases in the rate of crack initiation, e.g., in the effect of hydrogen on time to crack initiation has only been    range of 10-15% for increases in cycle pHT from 6.9 to 7.2 [29].
performed at 330C, where it resulted in the most rapid        However, recent tests sponsored by the Westinghouse Owners crack initiation in alloy 600 tubing at about 32 cc/kg vs.      Group (WOG) indicate that the effect may be stronger, such as an about 17 cc/kg for peak crack growth rate. Reported data        increase by a factor of two for an increase in cycle pHT from 6.9 regarding effects of hydrogen concentration on PWSCC ini-       to 7.2. Further tests under EPRI sponsorship are underway (as of tiation and growth are shown in Fig. 44.7 [28]. The reasons    2004) to clarify this situation.
that the hydrogen concentration for peak aggressivity appears to be about twice as high for crack initiation vs.
crack growth rate (32 cc/kg vs. 17 cc/kg) are not known; the   44.4        OPERATING EXPERIENCE difference may be real or may be an artifact of data scatter or imprecision.                                                 44.4.1     Precursor PWSCC at Other RCS Locations (c) Lithium Concentration and pH. Tests indicate that the              PWSCC of alloy 600 material has been an increasing concern effects of changes in pH on crack growth rate, once the pH      in PWR plants since cracks were discovered in the U-bend region is well above neutral, are minimal and cannot be distin-        of the original Obrigheim steam generators in 1971. The history guished from the effects of data scatter [28]. However, when    of PWSCC occurrences around the full reactor coolant system up considering the full pH range from acid to neutral to caus-     though 1993, i.e., not limited to the reactor vessel, is documented tic, several tests indicate that crack growth rates decrease as in an EPRI report [31]. Between 1971 and 1981, PWSCC cracks pH is lowered to the neutral range and below, but is essen-    were detected at additional locations in steam generator tubes tially constant for pHT of about 6 to 8 [29,30].                (e.g., at dents and at roll transitions), and in an increasing number of tubes. This experience showed that alloy 600 in the metallurgi-cal condition used for steam generator tubes was quite susceptible to PWSCC, with susceptibility increasing as stress, cold work, and temperature increase. It was found that susceptibility was also strongly affected by the microstructure of the material, with sus-ceptibility tending to decrease as the density of carbides on the grain boundaries increases.
The first case of PWSCC of alloy 600 in a non-steam generator tube application was reported in 1982. This incident involved PWSCC of an alloy 600 pressurizer heater sleeve [31]. Swelling of a failed electric heater element inside this sleeve was identified as a contributing cause. Subsequent to this occurrence, an increas-ing number of alloy 600 instrument nozzles and heater sleeves in pres-surizers have been detected with PWSCC. Also, increasing numbers of instrument nozzles in reactor coolant system hot legs and steam generator heads have also been detected with PWSCC.
FIG. 44.7 HYDROGEN CONCENTRATION VS. TEMPERA-                        Many of the susceptible nozzles and sleeves have (as of May TURE FOR N2/N2O PHASE TRANSITION, PEAK PWSCC                          2005) been repaired or replaced on a corrective or preventive SUSCEPTIBILITY, AND PEAK CRACK GROWTH RATE [28]                      basis [31].


Fig. 44.1. 44.2.1Alloy 600 Base Metal Alloy 600 is a nickel-based alloy (72% Ni minimum, 1417%Cr, 610% Fe) with high general corrosion resistance that has been widely used in light water reactor (LWR) power plants, i.e.,
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in PWRs and boiling water reactors (BWRs). In PWR plants, alloy 600 has been used for steam generator tubes, CRDM nozzles, pressurizer heater sleeves, instrument nozzles, and simi-lar applications. The alloy was originally developed by the International Nickel Corporation (INCO) and is also known as Inconel 600, which is a trademark now held by the Special Metals Corporation [1]. The reasons that alloy 600 was selected for use in LWRs in the 1950s and 1960s include the following [27]:(a)It has good mechanical properties, similar to those of austenitic stainless steels. (b)It can be formed into tubes, pipes, bars, forgings, and cast-ings suitable for use in power plant equipment. (c)It is weldable to itself and can also be welded to carbon,low-alloy, and austenitic stainless steels. (d)It is a single-phase alloy that does not require postweld heat treatment. Also, when subjected to postweld heat treatments that are required for low-alloy steel parts to which it is weld-ed, the resulting sensitization (decreased chromium levels at
* 7 PWSCC in alloys 182 and 82 weld metals was first detected in        The cracking discussed above was mainly related to PWSCC of October 2000 in a reactor vessel hot leg nozzle weld [32]. This    alloy 600 base materials. Starting in November 2000, some plants was only a month before the first detection of PWSCC in a reac-    found PWSCC primarily in the J-groove weld metal, e.g., in tor vessel head penetration weld, as discussed in para. 44.4.2. CRDM nozzle-to-vessel alloy 182 J-groove welds [37]. Since that time, several other cases of PWSCC of CRDM nozzle-to-head 44.4.2      RPV Top-Head Penetrations                              welds have been detected. Also, detection of PWSCC in alloys The first reported occurrence of PWSCC in a PWR reactor          182 and 82 welds appears to be increasing in frequency at other vessel application involved a leak from a CRDM nozzle at Bugey      non-reactor vessel locations around the reactor coolant system.
3 in France that was detected during a 10-year inservice inspec-    However, the frequency of PWSCC in welds remains lower than tion program hydrostatic test conducted in 1991 [33]. This initial  in alloy 600 base material. For example, after the detection of occurrence, and the occurrences detected during the next few        PWSCC in the weld metal of a CRDM nozzle at a PWR in the years, involved PWSCC of alloy 600 base material at locations      United States in November 2000, and the detection of PWSCC in with high residual stresses resulting from fabrication. The high    the alloy 182 weld metal at reactor vessel outlet nozzles in the residual stresses were mainly the result of weld-induced defor-    United States and Sweden in late 2000, EDF inspected 754 welds mation being imposed on nozzles with cold-worked machined          in 11 replaced reactor vessel heads without detecting any cracks surfaces.                                                          [24].
Subsequent to the initial detection of PWSCC in a CRDM nozzle in 1991, increasing numbers of plants detected similar       44.4.3    RPV Nozzle Butt Welds types of PWSCC, typically resulting in small volumes of leak-          In October 2000, a visual inspection showed a leak from an age and boric acid deposits on the head surface as shown in        alloys 82/182 butt weld between a low-alloy steel reactor vessel Fig. 44.8. In 2000, circumferential cracks were detected on the    hot-leg outlet nozzle and stainless steel hot-leg pipe at the V.C.
outside diameter of some CRDM nozzles. In 2002, significant        Summer plant. Destructive failure analysis showed that the leak wastage of the low-alloy steel Davis-Besse reactor vessel head      was from a through-wall axial crack in the alloys 82/182 butt occurred adjacent to an axial PWSCC crack in an alloy 600          weld, as shown in Fig. 44.10. The axial crack arrested when it CRDM nozzle. The wastage was attributed to corrosion by boric      reached the low-alloy steel nozzle on one side and stainless steel acid in the leaking primary coolant that concentrated on the        pipe on the other side, since PWSCC does not occur in these vessel head. Figure 44.9 shows a photograph of the corroded        materials. The axial crack can propagate into the low-alloy steel surface at Davis-Besse. The Davis-Besse plant was shut down        and stainless steel by fatigue, but the fatigue crack growth rates for approximately 2 years for installation of a new head and        will be low due to the small number of fatigue cycles. The incorporation of changes to preclude similar corrosion in the      destructive examination also showed a short-shallow circumferen-future. The NRC issued several bulletins describing these events    tial crack intersecting the through-wall axial crack that grew and requiring utilities to document their inspection plans for this through alloy 182 cladding and terminated when it reached the type of cracking [34-36].                                          low-alloy steel nozzle base metal. Examination of fabrication FIG. 44.8  TYPICAL SMALL VOLUME OF LEAKAGE FROM CRDM NOZZLE


grain boundaries associated with deposition of chromium
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* Chapter 44 FIG. 44.9  LARGE VOLUME OF WASTAGE ON DAVIS-BESSE REACTOR VESSEL HEAD FIG. 44.10 THROUGH-WALL CRACK AND PART-DEPTH CIRCUMFERENTIAL CRACK IN V.C. SUMMER REACTOR VESSEL HOT-LEG OUTLET NOZZLE records showed that the leaking butt weld had been extensively        In the 2005-2008 time period, the industry has begun imple-repaired during fabrication, including repairs made from the      menting a massive inspection program for PWSCC in primary inside surface. Nondestructive examinations of other reactor ves-  coolant loop Alloy 82/182 butt welds (In accordance with sel outlet and inlet nozzles at V.C. Summer showed some addi-      Industry Guideline MRP-139 [58] - see Section 44.5.6 below tional shallow axial cracks.                                      for complete discussion). Considering the temperature sensitivi-Shortly before the leak was discovered at V.C. Summer, part-    ty of the PWSCC phenomenon discussed above, this program depth axial cracks were discovered in alloys 82/182 reactor vessel started with the highest temperature welds in the system: those outlet nozzle butt welds at Ringhals 3 and 4. Some of these cracks at pressurizer nozzles. To date, essentially all pressurizer nozzle were removed and two were left in place to allow a determination  dissimilar metal butt welds (typically five or six per plant) have of the crack growth rate. The crack growth rate is discussed in    been inspected, mitigated, or both. Approximately 50 nozzles para. 44.7.2.                                                      were inspected (many more were mitigated using weld overlays In addition to the PWSCC cracks in alloys 82 and 182 weld      with no pre-inspections), resulting in PWSCC-like indications metal in reactor vessel CRDM nozzles and inlet and outlet nozzle  being detected in nine nozzles, as documented in Table 44.2 butt welds, a leak was found from a pressurizer nozzle butt weld  below.
at Tsuruga 2 in Japan and a part-depth crack was detected in a        Through mid-2008, inspections of reactor vessel nozzle butt hot-leg pressurizer surge line nozzle butt weld at TMI-1. Both of welds have not yet been performed; hot leg nozzle inspections these cases occurred in 2003. Cracks were also detected in alloys  under MRP-139 are slated to begin in Fall 2008. Given the above 82 and 182 cladding in steam generator heads that had been ham-    pressurizer nozzle experience, it would not be surprising if at least mered and cold worked by a loose part [24].                        some welds with PWSCC-like indications are discovered.


carbides at the boundaries) does not result in the high sus-ceptibility to chloride attack exhibited by austenitic stain-less steels that are exposed to such heat treatments. (e)It has good general corrosion resistance in high temperaturewater environments, resulting in low levels of corrosion products entering the coolant and resulting in low rates of wall thinning. (f)It is highly resistant to chloride stress corrosion cracking (SCC), and has better resistance to caustic SCC than
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* 9 TABLE 44.2      CRACKING INDICATIONS DETECTED IN REACTOR COOLANT LOOP ALLOY 82/182 BUTT WELDS, 2005 THROUGH MID-2008 Inspection                      Type of        Indication      OD Indication          a/                l/
Plant                    Date        Nozzle        Indication      Depth (a, in)      Length (l, in)     thickness        circumference Calvert Cliffs 2        2005        CL Drain          Circ            0.056            0.628                10%              10%
Calvert Cliffs 2        2005        HL Drain          Axial            0.392            0.000                70%              0%
DC Cook                2005        Safety            Axial            1.232            0.000                88%              0%
Calvert Cliffs 1        2006        HL Drain          Circ            0.100            0.450                19%              5%
Calvert Cliffs 1        2006        Relief            Axial            0.100            0.000                8%                0%
Calvert Cliffs 1        2006        Surge            Circ            0.400            2.400                25%              6%
Davis Besse            2006        CL Drain          Axial            0.056            0.000                7%                0%
San Onofre 2            2006        Safety            Axial            0.420            0.000                30%              0%
San Onofre 2            2006        Safety            Axial            0.420            0.000                30%              0%
Wolf Creek              2006        Relief            Circ            0.340            11.500              25.8%            46%
Wolf Creek              2006        Safety            Circ            0.297            2.500                22.5%            10%
Wolf Creek              2006        Surge            Circ            0.465            8.750                32.1%            19%
Farley 2                2007        Surge            Circ            0.500            3.000                33%              6%
Davis Besse            2008                          Axial Crystal River 3        2008                          Circ 44.4.4      RPV Bottom-Head Penetrations                                  PWSCC in BMI nozzles at South Texas 1 may be related to a com-In 2003, bare metal visual inspections of the reactor vessel bot-      bination of high material susceptibility and welding flaws.
tom head at South Texas 1 showed small leaks from two BMI noz-zles, as shown in Fig. 44.11. These leaks were traced to PWSCC cracks in the nozzles that initiated at small regions of lack-            44.5        INSPECTION METHODS AND of-fusion in the J-groove welds between the nozzles and vessel                        REQUIREMENTS head [38]. The nozzles were repaired. Examinations of the other BMI nozzles at South Texas 1 showed no additional cracks.                    As a result of the increasing frequency of PWSCC cracks and Essentially all other U.S. plants have performed bare metal visual        leaks identified in important PWR reactor vessel alloys 600, 82, inspections of RPV bottom-head nozzles without any evidence of            and 182 materials since 2000, significant efforts are in progress by leaks. At least a dozen U.S. plants have completed volumetric              the nuclear industry and the NRC to improve inspection capabilities examinations of the BMI nozzles, representing more than 20% of            and develop appropriate long-term inspection requirements. The the total population of RPV bottom-head nozzles in the U.S., with          following summarizes the status of inspection methods and require-no reported cracking. Similarly, no indications of in-service degra-      ments as of May 2005. It is recommended that users check with the dation have been identified in volumetric inspections of RPV bot-          NRC and industry programs to remain abreast of the latest changes tom-head nozzles performed in other countries. PWSCC of BMI                in inspection methods and requirements.
nozzles that operate at the plant cold-leg temperature is generally considered to be less likely than PWSCC at locations operating at 44.5.1      Visual Inspections hot-leg or pressurizer temperatures. The earlier-than-expected Bare metal visual inspections have proven to be an effective way of detecting very small leaks, as shown by Figs. 44.8 and 44.11, and, therefore, should play an important role in any inspec-tion program. A key prerequisite for these inspections is that the surface should be free of preexisting boric acid deposits from other sources, because the presence of preexisting boric acid deposits can mask the small volumes of deposits shown in Figs. 44.8 and 44.11. Visual inspections with insulation in place can provide a useful backup to bare metal visual inspections but will be inca-pable of detecting small volumes of leakage, as shown in Figs.
44.8 and 44.11.
In many cases, it has been necessary to modify insulation pack-ages on the vessel top and bottom heads to facilitate performing bare metal visual inspections. As of May 2005, most of these modifications have been completed for PWR plants in the United States.
ASME Code Case N-722, Additional Examinations for PWR Pressure-Retaining Welds in Class 1 Components Fabricated with Alloys 600/82/182 Materials, Section XI, Division 1, was approved in 2005 to provide for increased visual inspections of FIG. 44.11    LEAK FROM SOUTH TEXAS 1 BMI NOZZLE                          potentially susceptible welds for boric acid leakage.


austenitic stainless steels. (g)Its thermal expansion properties lie between those of car-bon/low-alloy steels and austenitic stainless steels, making
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* Chapter 44 44.5.2      Nondestructive Examinations                                      Nozzle-to-safe end butt welds less than NPS 4 must be exam-Technology exists as of May 2005 to nondestructively examine              ined by surface methods every inspection interval. Nozzle-all of the alloys 600, 82, and 182 locations in the reactor vessel.          to-safe end butt welds NPS 4 and larger must be examined by Partial penetration nozzles (CRDM, CEDM, ICI) are typically                volumetric and surface examination methods every inspection examined using one of two methods. The nozzle base metal can                  interval. Some deferrals of these inspections are permitted.
be examined volumetrically from the inside surface by ultrasonics        (e) As of May 2005, the ASME Code did not require nonde-to confirm that the nozzle base material is free of internal axial or        structive examination of the partial penetration welds for the circumferential cracks. Alternatively, the wetted surfaces of the            CRDM and BMI nozzles. However, Code Case N-729-1 alloy 600 base metal and alloys 82 and 182 weld metal can be                  [63] was published later in 2005 that contained alternative examined by eddy current probes to ensure that there are no sur-              examination requirements for PWR closure heads with noz-face cracks. If there are no surface cracks on wetted alloy 600 sur-          zles having pressure-retaining partial-penetration welds.
faces, then it can be inferred that there will also be no internal            This Code Case included visual, surface and volumetric cracks. Nozzles in the reactor vessel top head can be examined                examinations for PWR closure heads with Alloy 600 noz-when the head is on the storage stand during refueling. Nozzles in            zles and Alloy 82/182 partial-penetration welds at inspec-the reactor vessel bottom head can be examined ultrasonically or              tion intervals that are based on the temperature dependence by eddy current when the lower internals are removed from the                of the PWSCC phenomenon described in para. 44.3.4.
vessel during a 10-year in-service inspection outage. In some                (Since RPV closure heads operate at varying temperatures, cases, the inside surfaces of BMI instrument nozzles can be                  there are significant head-to-head temperature differences examined by tooling inserted through holes in the lower internals.            between plants.) Code Case N-729-1 also contains inspec-Reactor vessel inlet and outlet nozzle butt welds are normally            tion requirements for PWR closure head with nozzles and inspected ultrasonically from the inside surface using automated              partial-penetration welds of PWSCC resistant materials to equipment. These inspections are typically performed during                  address new and replacement heads.
10-year in-service inspection outages when the lower internals are      (f) As noted in para. 44.5.1, Code Case N-722 [64] for visual removed from the reactor vessel. Eddy current methods are also                inspections of alloys 82/182 welds was approved in 2005.
being used in some cases for examining the inside surfaces of            (g) As of May 2008, the ASME Code is working on a new these welds for cracks, although eddy current inspection sensitivi-           Section XI Code Case that contains alternate inspection ty is a function of the condition of the weld surface. For example,          requirements Alloys 82/182 welds butt welds. ASME Code discontinuities in the weld profile can cause the eddy current                actions are also in progress addressing various repair and probes to lift off of the surface being examined and, thereby,                mitigation options for dealing with PWSCC. These are adversely affect the inspection sensitivity.                                  discussed below in para. 44.9.
CRDM nozzle butt welds can be examined from the outside surface by standard ultrasonic methods.
A key to obtaining good nondestructive examinations is to have    44.5.4        NRC Inspection Requirements for RPV the process and the operators qualified on mockups containing                      Top-Head Nozzles prototypical axial and circumferential flaws. The EPRI NDE              Subsequent to the discovery of significant corrosion to the Center in Charlotte, NC, is coordinating qualification efforts for    Davis-Besse reactor vessel head, the NRC issued NRC Order inspection methods and inspectors in the United States.              EA-03-009 [39]. This order specifies inspection requirements for RPV head nozzles based on the effective degradation years of 44.5.3      ASME BPVC Reactor Vessel Inspection                      operation. Effective degradation years (EDYs) are the effective Requirements                                            full-power years (EFPYs) adjusted to a common 600F tempera-ASME BPVC Section XI specifies inservice inspection require-      ture using an activation energy model. For plants with 600F head ments for operating nuclear power plants in the United States.        temperatures, the EDYs are the same as the EFPYs. For plants Portions of these requirements that apply to PWSCC susceptible        with head temperatures, greater than 600F, the EDYs are greater components in the RPV are summarized as follows:                      than the EFPYs. For plants with head temperatures less than 600F, the EDYs are less than the EFPYs. The NRC order (a) Table IWB-2500-1, Examination Category B-P, requires a        specifies two types of inspections:
VT-2 visual examination of the reactor vessel pressure-retaining boundary during the system leak test after every      (a) bare metal visual inspections of the RPV head surface refueling outage. No leakage is permitted.                            including 360 around each RPV head penetration nozzle (b) Table IWB-2500-1, Examination Category B-O, requires              (b) nondestructive examinations of the RPV nozzles by one of that 10% of the CRDM nozzle-to-flange welds be inspected              the two following methods:
by volumetric or surface methods each inspection interval.
(1) ultrasonic testing of each RPV head penetration nozzle (c) Table IWB-2500-1, Examination Category B-N-1, requires (i.e., base metal material) from 2 in. above the J-groove that attachment welds to the inside surface of the reactor weld to the bottom of the nozzle plus an assessment to vessel be examined visually each inspection interval. Welds determine if leakage has occurred through the interfer-in the beltline region must be inspected by VT-1 methods ence fit zone while welds outside the beltline region must be inspected by (2) eddy current testing or dye penetrant testing of the wetted VT-3 methods.
surface of each J-groove weld and RPV head penetration (d) Table IWB-2500-1, Examination Category B-F, specifies nozzle base material to at least 2 in. above the J-groove weld examination requirements for dissimilar metal welds in reactor vessels. Nozzle-to-safe end socket welds must be        The first of the nondestructive examinations is to show that examined by surface methods every inspection interval.        there are no axial or circumferential cracks in the nozzle base


it a good transition metal between these materials.It was alloy 600s high resistance to SCC, especially chloride-induced SCC, that led to its selection for steam generator tubing in PWRs in the 1950s and 1960s. Several early PWRs had experi-
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* 11 metal or leak paths past the J-groove weld. The second of the        categories requiring augmented inspection intervals and/or sample nondestructive examinations is to show that there are no axial or    size. Category A is the lowest category, consisting of piping that circumferential cracks in the nozzle base metal by confirming the    has been replaced (or originally fabricated) with PWSCC resistant absence of surface breaking indications on the nozzle and weld      material. These weldments are to be inspected at their normal wetted surfaces.                                                    ASME Code frequency, as defined in ASME Section XI, Table The order specifies inspection intervals for three categories of  IWB-2500-1. Category D refers to unmitigated PWSCC suscepti-plants: high susceptibility plants with greater than 12 EDY or      ble weld in high temperature locations (e.g. pressurizer or hot leg where PWSCC cracks have already been detected, moderate sus-        nozzles). These require an early initial inspection (before end of ceptibility plants less than or equal to 12 EDY and greater than or  2008 for pressurizer nozzles and before 2010 for hot leg nozzles),
equal to 8 EDY, and low susceptibility plants with less than 8 EDY. followed by more frequent inspections if they are not treated with As of June 2008, the U.S. NRC is expected shortly to transition  some form of mitigation. Other categories (thru Category K) the requirements for inspection of RPV top-head nozzles based on    address susceptible welds that have been mitigated (B and C),
NRC Order EA-03-009 [39] to a set based on ASME Code Case            welds that have been inspected and found cracked, with or with-N-729-1 [63], with caveats. The inspection schedules in this code    out mitigation, and welds for which geometric or material condi-case are generally based on the RIY (reinspection years) concept,    tions limit volumetric inspectability. For the latter group, by the which normalizes operating time between inspections for the          time the examination is due, plant owners are required to have a effect of head operating temperature using the thermal activation    plan in place to address either the susceptibility of the weld or the energy appropriate to crack growth in thick-wall alloy 600 material  inspectability of the weld.
(31 kcal/mol (130 kJ/mol)). The basis for this approach to nor-        At the time of this writing, inspections are well under the malizing for the effect of head temperature is that the time for a  MRP-139 guidelines are well underway in U.S. plants. Essentially flaw just below detectable size to grow to through-wall (and leak-  all pressurizer nozzles have been inspected and or mitigated, and age) is dependent on the crack growth process. The requirements      plans are in place to perform the other initial inspections required in ASME Code Case N-729-1 [63] were developed by ASME,              by MRP-169. Plans include mitigation of most susceptible weld-with extensive technical input provided by a U.S. industry group    ments in high temperature locations, thus moving the weldments (Materials Reliability Program) managed by EPRI [68].                into Categories A, B or C. Work is also currently underway to develop an ASME Section XI Code Case (N-790, alternative 44.5.5      NRC Inspection Requirements for                          examination requirements for PWSCC pressure-retaining butt RPV BMI Nozzles                                          welds in PWRs) which will eventually replace MRP-139 and NRC Bulletin 2003-02, Leakage from Reactor Pressure Vessel        place the augmented examination requirements for PWSCC sus-Lower Head Penetrations and Reactor Coolant Pressure                ceptible butt welds back under the ASME Section XI Code.
Boundary Integrity [40], summarizes the leakage from BMI noz-zles at South Texas 1 and requires utilities to describe the results of BMI nozzle inspections that have been performed at their          44.6        SAFETY CONSIDERATIONS plants in the past and that will be performed during the next and following refueling outages. If it is not possible to perform bare  44.6.1      Small Leaks metal visual examinations, utilities should describe actions that      Small leaks due to axial cracks such as shown in Figs. 44.8 and are being made to allow bare metal visual inspections during sub-    44.11 do not pose significant safety risk. The leak rates are low sequent outages. If no plans are being made for bare metal visual    enough that the leaking primary coolant water will quickly evapo-or nonvisual surface or volumetric examinations, then utilities      rate leaving behind a residue of dry boric acid. Most of the leaks must provide the bases for concluding that the inspections that      detected to date have resulted in these relatively benign condi-have been performed will ensure that applicable regulatory          tions. As shown in the figures, very small leaks are easily detected requirements are met and will continue to be met. On September      by visual inspections of the bare metal surfaces provided that the 5, 2003, the NRC issued Temporary Instruction 2515/152 [41],        surfaces are free from boric acid deposits from other sources. One which provides guidance for NRC staff in reviewing utility sub-      explanation for the extremely low leak rates is that short tight mittals relative to Bulletin 2003-02. While the Temporary            PWSCC cracks can become plugged with crud in the primary Instruction does not represent NRC requirements, it does indicate    coolant, thereby preventing leakage under normal operating con-the type of information that the NRC is expecting to receive in      ditions. It is hypothesized that distortions, which occur during response to the bulletin.                                            plant transients, allow small amounts of leakage through the crack before it becomes plugged again. Regardless, these small leaks do 44.5.6      Industry Inspection Requirements for                     not pose a significant safety concern.
Dissimilar Metal Butt Welds The industry in the United States has developed a set of manda-  44.6.2      Rupture of Critical Size Flaws tory inspection guidelines for PWSCC susceptible. Alloy 82/182          Initially, leaking RPV top-head nozzles were thought to be butt welds, which are documented in the report MRP-139 [58].        exclusively the result of axial cracks in the nozzles, and it was MRP-139 defines examination requirements in terms of categories      thus believed that they did not represent a significant safety con-of weldments that are based on 1) the IGSCC resistance of the        cern. However, as more examinations were performed, findings materials in the original weldment, 2) whether or not mitigation    arose that called this hypothesis into question.
has been performed on the original weldment, 3) whether or not a pre-mitigation UT examination has been performed, 4) the exis-         (a) Relatively long circumferential cracks were observed in two tence (or not) of cracking in the original weldment, and 5) the              nozzles in the Oconee Unit 2 RPV head, and several other likelihood of undetected cracking in the original weldment. The              plants also discovered shorter circumferentially oriented categories range from A through K, with the higher letter                    cracks.


enced SCC of austenitic stainless steel steam generator tubing, variously attributed to chlorides and caustics, and this had led to a desire to use a tubing alloy with increased resistance to thesePWRREACTOR V ESSEL ALLOY 600 I SSUESJeff Gorman, Steve Hunt, Pete Riccardella, and Glenn A.White ASME_Ch44_p001-026.qxd  12/19/09 7:36 AM  Page 1 2¥Chapter 44environments. Similarly, some early cases of SCC of stainless steel nozzle materials in BWRs during initial plant construction and startup, which was attributed to exposure to chlorides and uorides, led to the wide-scale adoption of alloy 600 and its relat-ed weld materials for use in BWR vessel nozzles and similar
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* Chapter 44 Because of the concern for PWSCC in PWR piping dissimilar metal butt welds, methods for predicting the critical crack size for rupture in such welds have received recent attention [59]. Axial PWSCC flaws in these welds are limited to the width of the alloy 82/182/132 weld material. Experience has confirmed that the PWSCC cracks arrest when they reach the PWSCC-resistant low-alloy steel and stainless steel materials [50]. Therefore, the maxi-mum axial crack lengths are limited to a few inches at most (much less than the critical axial flaw length), except for the small number of cases involving alloy 600 safe ends or alloy 600 pipe/tube (CRDM and BMI nozzles), where axial cracks initiating in the weld could potentially propagate into the alloy 600 base metal. Thus, critical crack size calculations for PWR piping dis-similar metal butt welds typically assume one or more circumfer-entially oriented PWSCC flaws.
In 2007, EPRI sponsored a detailed investigation of the growth of circumferential PWSCC flaws in PWR pressurizer nozzle dis-similar metal butt welds [59]. Using finite-element methods, this study examined the effect of an arbitrary crack profile on crack FIG. 44.12 SCHEMATIC OF RPV TOP-HEAD NOZZLE                          growth and subsequent crack stability and leak rate versus the GEOMETRY AND NATURE OF OBSERVED CRACKING                              standard assumption of a semi-elliptical crack profile. The crack stability (i.e., critical crack size) modeling of the EPRI study was (b) Circumferential NDE indications were discovered in the        based on a standard limit load (i.e., net section collapse)
North Anna Unit 2 head in nozzles that showed no apparent    approach as applied to an arbitrary crack profile around the weld signs of boric acid deposits due to leakage.                  circumference [65]. The potential for an EPFM failure mode was considered using a Z-factor approach specific to piping dissimilar Figure 44.12 presents a schematic of a top-head CRDM nozzle        metal welds [66]. Finally, the role of secondary piping thermal and J-groove weld and the nature of the cracking that has been        constraint stresses in the rupture process was investigated on the observed. There is some uncertainty as to whether circumferential    basis of available experimental pipe rupture data [67], elastic-cracks arise as a result of axial cracks growing through the weld    plastic finite-element analyses of a pipe with an idealized or nozzle and causing leakage into the annular region between the    through-thickness crack [59], and pressurizer surge line piping nozzle and head, ultimately leading to reinitiation of circumferen-  models applied to evaluate the maximum capacity of the tial cracking on the outside surface of the tube, or if they are due  secondary loads to produce rotation at a cracked pressurizer to the axial cracks branching and reorienting themselves in a        surge nozzle [59].
circumferential direction, as depicted on the right-hand side of Fig. 44.12. A destructive examination program has been per-          44.6.3      Boric Acid Wastage Due to Larger Leaks formed on several of the North Anna Unit 2 nozzles, indicating          Small concentrations of boron are added to the primary coolant that the circumferential nozzle defects found there were in fact the water in PWR plants in the form of boric acid to aid in controlling result of grinding during fabrication rather than service-related    core reactivity. At the start of an operating cycle with new fuel, cracking. Nevertheless, the occurrence of circumferential crack-      the boron concentration is typically about 2,000 ppm or less. The ing adds a new safety perspective to the RPV top-head nozzle          concentration of boron is reduced with fuel burnup to about cracking problem, because of the potential for such cracks to        0 ppm at the end of an operating cycle when fuel is ready to be grow to a critical length and ultimately lead to ejection of a nozzle replaced. Work by EPRI and others to determine the probable rate from the vessel, although a large circumferential flaw covering      of corrosion of low-alloy steel by boric acid is documented in the more than 90% of the wall cross section is typically calculated for  EPRI Boric Acid Corrosion Guidebook [43]. This document nozzle ejection to occur because of the relatively thick wall typical shows that the corrosion rate of low-alloy steel by deareated pri-of RPV top-head nozzles.                                              mary coolant (inside the pressure vessel and piping) with 2,000 PWSCC in PWR RPV inlet/outlet nozzles could also potentially      ppm boron is negligible. The corrosion rate for low concentration develop circumferentially oriented flaws, which could lead to pipe    (2,000 ppm) aerated boric acid is also very low. However, when rupture. To date, observed cracking has been primarily axial with    high-temperature borated water leaks onto a hot surface, the water only very small circumferential components. With time, however,      can boil off leaving concentrated aerated boric acid. The corro-PWSCC in large piping butt welds might be expected to follow          sion rate of low-alloy steel by hot concentrated aerated boric acid trends similar to the IGSCC cracking issue in BWRs [42]. In the      can be as high as 10 in./year under some conditions.
BWR case, cracking and leakage were initially seen only as axial-        As evidenced by the significant volume of material corroded ly oriented cracks in smaller diameter piping. With time, however,    from the Davis-Besse reactor vessel head, boric acid corrosion axial and circumferential cracking were observed in pipe sizes up    has the potential to create significant safety risk. Figure 44.13 to and including the largest diameter pipes in the system.            shows cross-section and plan views of the corroded region of the Considering the potential existence of weld repairs during initial    Davis-Besse head shown in Fig. 44.9. As indicated, a large vol-construction of the plants and the associated high residual stresses  ume of the low-alloy head material was corroded, leaving the that they produce in both axial and circumferential directions,      stainless steel cladding on the inside of the vessel head to resist significant circumferential cracking may eventually be observed      the internal pressure. Part-depth cracks were discovered in the in large-diameter PWR pipe-to-nozzle butt welds.                      unsupported section of cladding.


applications [8].The rst report of SCC of alloy 600 in high-temperature pure orprimary water environments was that of Coriou and colleagues in
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* 13 FIG. 44.13 PLAN AND CROSS-SECTION THROUGH CORRODED PART OF DAVIS-BESSE REACTOR VESSEL HEAD Based on available evidence, it was determined that the leakage    of the nozzles frequently enough to catch PWSCC cracks before that caused the corrosion had been occurring for at least 6 years. they grow through wall. Secondly, clean the external surfaces of While it was known that boric acid deposits were accumulating          preexisting boric acid deposits from other sources and perform bare on the vessel top head surface, the utility attributed the accumula-  metal visual inspections at frequent enough intervals to detect leaks tions to leakage from spiral-wound gaskets at the flanged joints      at an early benign stage. Thirdly, if the risk is believed high or between the CRDM nozzles and the CRDMs. The accumulations of boric acid had not been removed due to poor access to the enclosed plenum between the top of the vessel head and the bot-tom of the insulation, as shown in Fig. 44.14.
The transition from relatively benign conditions, such as shown in Figs. 44.8 and 44.11, to severe conditions, which created the cav-ity shown in Figs. 44.9 and 44.13, is believed to be a function of the leakage rate. A PWSCC crack that first breaks through the nozzle wall or weld will initially be small (short), resulting in a low leak rate. It is believed that the small leak rate will not lower the metal surface temperature enough to allow liquid conditions to exist. As the crack grows in length above the J-groove weld, the leak rate is expected to increase to the point where boric acid on the surface near the leak remains moist or where the leaking borated water locally cools the low-alloy steel material to the point where the sur-face will remain wetted and allow boric acid to concentrate.
Preliminary models of these conditions have been developed, and test work was started by EPRI in 2004 to more accurately deter-mine the conditions where the leakage produces wetted conditions that can cause high boric acid corrosion rates and where the leakage results in essentially benign dry boric acid deposits.
Conditions such as occurred at Davis-Besse can be prevented by      FIG. 44.14 CROSS-SECTION THROUGH DAVIS-BESSE a three-step approach. Firstly, perform nondestructive examinations    REACTOR VESSEL HEAD


1959 [9] at a test temperature of 350C (662F). This type of crack-ing came to be known as pure water or primary water SCC (PWSCC) or, more recently, as low potential SCC (LPSCC). In response to Corious 1959 report of PWSCC, research was conduct-ed to assess alloy 600s susceptibility to SCC in high-temperature pure and primary water. Most of the results of this research in the 1960s indicated that alloy 600 was not susceptible unless specic
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* Chapter 44 inspections are difficult or costly, replace the susceptible parts or          R  universal gas constant apply a remedial measure to reduce the risk of PWSCC leaks.                       8.314  10-3 kJ/mole
* K (1.103  10-3 kcal/mole
* R)
T  absolute operating temperature at location of crack, K (or R) 44.7        DEGRADATION PREDICTIONS                                        Tref  absolute reference temperature used to normalize data
                                                                                           325C  598.15 K (617F  1076.67 R) 44.7.1      Crack Initiation                                                    crack growth amplitude Initiation of PWSCC in laboratory test samples and in PWR                  K  crack tip stress intensity factor, Mpam (or ksiin) steam generator tubing has been found to follow standard statisti-          Kth  crack tip stress intensity factor threshold cal distributions such as Weibull and log-normal distributions                     9 Mpam (8.19 ksiin)
[44-47]. These distributions have been widely used for modeling
                                                                                        exponent and predicting the occurrence of PWSCC in PWRs since about
                                                                                           1.16 1988, and continue to be used for this purpose.
The parameters of a statistical distribution used to model a            Temperature dependence is modeled in this crack growth rate given mode of PWSCC, such as axial cracks in CRDM nozzles,              equation via an Arrhenius-type relationship using the aforemen-only apply to the homogeneous set of similar items that are              tioned activation energy of 31 kcal/mole. The stress intensity exposed to the same environmental and stress conditions, and            factor dependence is of power law form with exponent 1.16.
only to the given crack orientation being modeled. For example,          Figure 44.15 presents the distribution of the coefficient () in the axial and circumferential cracking are modeled separately since          power law relationship at constant temperature (617F). The data the stresses acting on the two crack orientations are different.        in this figure exhibit considerable scatter, with the highest and In general, two parameter Weibull or log-normal models are used      lowest data points deviating by more than an order of magnitude to model and predict the future occurrence of PWSCC. An initia-          from the mean. The 75th percentile curve (see Figure 44.15a) was tion time, which sometimes is used as a third parameter, is not gen-    recommended for use in deterministic crack growth analyses erally modeled, because use of a third parameter has been found to      [26,48], and this curve is now included in Section XI for disposi-result in too much flexibility and uncertainty in the predictions.      tion of PWSCC flaws in RPV top-head nozzles. In addition, prob-PWSCC predictions are most reliable when the mode of crack-          abilistic crack growth rate studies have been performed of top ing is well developed with results for detected cracking available      head nozzles using the complete distribution [49]. An additional for three or more inspections. In this situation, the fitted parameters  factor of 2 has been applied to the 75th percentile value when to the inspection data are used to project into the future. When no      analyzing crack growth exposed to leakage in the annular gap cracking has been detected in a plant, rough predictions can still be    between the nozzle and the head, to allow for possible abnormal developed using industry data. This is generally done using a two-      water chemistry conditions that might exist there [26,48].
step process. The first step involves developing a statistical distribu-    Similar crack growth rate testing has been conducted for tion of times to occurrence of PWSCC at a selected threshold level      alloys 82 and 182 weld metals. The weld metal crack growth (such as 0.1%) for a set of plants with similar designs. Data for        data are sparser and exhibit similar statistical variability. A plants with different temperatures are adjusted to a common tem-        review of weld metal PWSCC crack growth data has also been perature using the Arrhenius equation (see Table 44.1). The distrib-    completed under EPRI sponsorship [61,62]. This study (MRP-ution of times to the threshold level is used to determine a best esti- 115) showed that Alloy 182/132 weld metal crack growth obeys mate time for the plant being modeled to develop PWSCC at that          a similar relationship to that shown above for alloy 600 base threshold level. Techniques are available to adjust the prediction to   metal, but with crack growth rates about four times higher than account for the time already passed at the plant without detecting      the alloy 600 curve for stress intensity factors greater than about the mode being evaluated. Once the best estimate time for occur-        20 ksiin (see Figure 44.15a). Similar to the heat-by-heat analy-rence at the threshold level is determined, future cracking is pro-      sis for the wrought material, a weld-by-weld analysis was per-jected from that point forward using the median rate of increase        formed on the available worldwide laboratory crack growth rate (Weibull slope or log-normal standard deviation) in the industry for    data for the weld materials (see Figure 44.15b). The EPRI study the mode of PWSCC being evaluated.                                      (MRP-115) concluded that PWSCC crack growth rates for alloy 82/182/132 weld metal behave in accordance with the following 44.7.2      Crack Growth                                                relationship, where no credit for a stress intensity factor thresh-Numerous PWSCC crack growth studies have been performed              old greater than zero was taken because of insufficient data on on thick-wall alloy 600 material in PWR environments at test tem-        this parameter:
peratures that span the range of typical PWR operating tempera-tures. In 2002, these tests were reviewed and summarized under                                  Qg 1 a = exp c-      a -        b da falloy forient K b sponsorship of EPRI [26,48]. The EPRI study (MRP-55) conclud-                        .                      1 ed that PWSCC crack growth rates for thick-wall alloy 600 base                                  R T        Tref metal behave in accordance with the following relationship:
where:
Qg 1                                                .
a  crack growth rate at temperature T in m/s (or in/h) a = exp c-      a -        b da(K - K th)b
                      .                        1 R T        Tref                                    Qg  thermal activation energy for crack growth where                                                                           130 kJ/mole (31.0 kcal/mole)
              .                                                                        R  universal gas constant a  crack growth rate at temperature T in m/sec (or in./hr)                 8.314  10-3 kJ/mole-K (1.103  10-3 kcal/mole-°R)
Qg  thermal activation energy for crack growth                          T  absolute operating temperature at location of crack, K
                 130 kJ/mole (31.0 kcal/mole)                                            (or °R)


contaminants were present [1012]. The conditions leading to sus-ceptibility included the presence of crevices and the presence of
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* 15 FIGURE 44.15A DETERMINISTIC CRACK GROWTH RATE CURVES FOR THICK-WALL ALLOY 600 WROUGHT MATERIAL AND FOR ALLOY 182/132 AND ALLOY 82 WELD MATERIALS [61,62]
FIGURE 44.15B LOG-NORMAL FIT TO 19 WELD FACTORS FOR SCREENED MRP DATABASE OF CGR DATA FOR ALLOY 82/182/132 [61,62]
Tref  absolute reference temperature used to normalize data    then inserted into the appropriate crack growth relationship (alloy
                   598.15 K (1076.67°R)                                    600, 82, or 182) at the component operating temperature and inte-
                power-law constant                                      grated with time to predict crack size versus operating time at the
                   1.5  10-12 at 325°C for a in units of m/s and K in    applicable temperature.
                                                                    .          Figure 44.16 shows typical crack growth predictions for a cir-units of MPa m (2.47  10-7 at 617°F for a in units cumferential crack in a steep angle RPV top-head (CRDM) noz-of in/h and K in units of ksi in)                      zle. (Nozzles in the outer rings of vessel heads having the steepest falloy  1.0 for Alloy 182 or 132 and 1/2.6  0.385 for Alloy 82 angles between the nozzle and the head have been found to be forient  1.0 except 0.5 for crack propagation that is clearly    controlling in terms of predicted growth rates for circumferential perpendicular to the dendrite solidification direction  cracks). The analysis depicted in Fig. 44.16 assumed a through-K  crack-tip stress intensity factor, MPam (or ksiin)      wall, 30 of circumference crack in the most limiting azimuthal
                exponent                                                location of the nozzle at time zero, and predicted the operating time
                   1.6                                                    for it to grow to a size that would violate ASME Section XI flaw evaluation margins with respect to nozzle ejection (~300). It is Deterministic crack growth rate predictions have been per-      seen that, even for relatively high RPV temperatures, operating formed for axial and circumferential cracking in RPV top- and      times on the order of 8 years or greater are predicted for circumfer-bottom-head nozzles and in large-diameter butt welds [49,50].      ential nozzle cracks to propagate to a size that would violate Welding residual stresses are a primary factor contributing to      ASME Section XI safety margins.
crack growth in all these analyses. Stress intensity factors versus    Figure 44.17 shows similar crack growth predictions for a crack size, considering residual stresses plus operating pressure  postulated circumferential crack in a large-diameter nozzle butt and thermal stresses are first computed in these studies. These are weld. Stress intensity factors were computed in this analysis for


oxygen. Most of the test results of the 1960s did not indicatesusceptibility in noncontaminated PWR primary coolant environ-ments. However, by the early 1970s, it had been conrmed by sever-al organizations in addition to Coriou that PWSCC of highly stressed alloy 600 could occur in noncontaminated high-temperature pure and primary water environments after long periods of time
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* Chapter 44 FIG. 44.16 CRACK GROWTH RATE PREDICTIONS FOR CIRCUMFER-ENTIAL CRACKS IN RPV TOP-HEAD NOZZLE AT VARIOUS ASSUMED OPERATING TEMPERATURES INITIAL CRACK ASSUMPTION  30 THROUGH-WALL CRACK AT MAXIMUM STRESS AZIMUTH IN HIGH ANGLE NOZZLE.
a 6-to-1 aspect ratio crack in a large-diameter RPV inlet/outlet    repair were assumed, little or no crack growth would be predict-nozzle, ranging in depths from 0.1 in. to 2.2 in. The nozzle was    ed over the plant lifetime. For this same crack, including the conservatively assumed to have a large, inside surface repair,      effect of the repair, the predicted time for a 0.1 in. deep crack to and the crack was assumed to reside in the center of that repair    grow to 75% through-wall at a typical inlet nozzle temperature (i.e., in the most unfavorable residual stress region of the weld). (555F) is about 11 years.
The predicted crack growth in this case is fairly rapid for a typi-   The strong effect of operating temperature is apparent in both cal outlet nozzle temperature, 602F, propagating to 75%            crack growth analyses. The outlet nozzle analysis also demon-through-wall (the upper bound of ASME Section XI allowable          strates the detrimental effect of weld repairs that were performed flaw sizes in piping) in about 3 years. Conversely, if no weld      during construction at some plants.
FIG. 44.17 CRACK GROWTH RATE PREDICTIONS FOR CIRCUMFERENTIAL CRACKS IN RPV MAIN COOLANT LOOP DISSIMILAR METAL NOZZLE BUTT WELD AT OPERATING TEMPERATURES TYPICAL OF REACTOR INLET AND OUTLET NOZZLES INITIAL CRACK ASSUMPTION  0.1  0.6 INSIDE SURFACE CRACK AT MAXIMUM STRESS AZIMUTH IN NOZZLE WITH ASSUMED INSIDE SURFACE FIELD REPAIR.


[1315]. Starting with Siemens in the late 1960s, some designers began to move away from use of alloy 600 to other alloys, such as alloy 800 for steam generator tubes and austenitic stainless steels for structural applications [15]. By the mid-1980s, alloy 690, an alternate nickel-based alloy with about twice as much chromium as alloy 600 (~30% vs. ~15%), had been developed and began to be used in lieu of alloy 600 for steam generator tubing [16]. By the early 1990s, alloy 690 began to be used for structural applications such as CRDM nozzles and steam generator divider plates.44.2.2Alloys 82 and 182 Weld Metal Weld alloys 82 and 182 have been commonly used to weldalloy 600 to itself and to other materials. These alloys are alsoFIG.44.1LOCATIONS WITH ALLOYS 600/82/182 MATERIALS IN TYPICAL PWR VESSEL ASME_Ch44_p001-026.qxd  12/19/09 7:36 AM Page 2 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
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¥3used for nickel-based alloy weld deposit (buttering) on weld preparations and for cladding on areas such as the insides of reac-tor vessel nozzles and steam generator tubesheets. Alloy 82 is bare
* 17 FIG. 44.18 PROBABILITY OF NOZZLE FAILURE (NSC) AS A FUNCTION OF VARIATIONS IN TOP-HEAD TEMPERATURE AND INSPECTION INTERVALS 44.7.3      Probabilistic Analysis                                      (e) modeling of the effects of inspections, including inspection Because of the large degree of statistical scatter in both the           type, frequency, and effectiveness crack initiation and crack growth behavior of PWSCC in alloy A series of PFM analysis results is presented in [49], which cov-600 base metal and associated weld metals, probabilistic fracture ers a wide variety of conditions and assumptions. These include mechanics (PFM) analyses have been used to characterize the base cases, with and without inspections, and sensitivity studies to phenomenon in terms of the probabilities of leakage and failure evaluate the effects of various statistical and deterministic assump-
[49] for RPV top head nozzles. The analysis incorporates the fol-tions. The model was benchmarked with respect to field experience, lowing major elements:
considering the occurrence of cracking and leakage and of circum-(a) computation of applied stress intensity factors for circum-  ferential cracks of various sizes. The benchmarked parameters were ferential cracks in various nozzle geometries as a function  then used to evaluate the effects of various assumed inspection pro-of crack length and stresses                                  grams on probability of nozzle failure and leakage in actual plants.
(b) determination of critical circumferential flaw sizes for noz- A sample of the results is presented in Figs. 44.18 and 44.19.
zle failure                                                      Figure 44.18 shows the effect of inspections on probability of (c) an empirical (Weibull) analysis of the probability of nozzle nozzle failure (Net Section Collapse, or ejection of a nozzle) for cracking or leakage as a function of operating time and tem- head operating temperatures ranging from 580F to 600F. A no-perature of the RPV head                                      inspection curve is shown for each temperature. Runs were then (d) statistical analysis of PWSCC crack growth rates in the      made assuming NDE inspections of the nozzles. Inspections were PWR primary water environment as a function of applied        assumed to be performed at intervals related to head operating tem-stress intensity factor and service temperature              perature (more frequent inspections for higher head temperatures, FIG. 44.19 PROBABILITY OF NOZZLE LEAKAGE AS A FUNCTION OF VARIATIONS IN TOP-HEAD TEMPERATURE AND INSPECTION INTERVALS


electrode material and is used for gas tungsten arc welding (GTAW), also known as tungsten inert gas (TIG) welding. Alloy
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* Chapter 44 FIGURE 44.19A PRESSURIZER DISSIMILAR METAL BUTT WELD FLAW INDICATIONS COMPARED TO CRITICAL FLAW SIZE PROBABILITY ESTIMATES less frequent for lower temperatures). It is seen from the figure    seen from this figure that all of the flaw indications detected were that the assumed inspection regimen is sufficient to maintain the    far short of the sizes needed to cause a rupture. The probabilistic nozzle failure probability (per plant year) below a generally        analysis also addressed the small but finite probability that larger accepted target value of 1  103 for loss of coolant accidents      flaws may exist in uninspected nozzles, plus the potential for crack due to nozzle ejection.                                              growth during future operating time until all the nozzles are Figure 44.19 shows similar results for the probability of leak-    inspected (or mitigated) under MRP-139 [58] guidelines.
age from a top-head nozzle. It is seen from this figure that the same assumed inspection regimen maintains the probability of leakage at or about 6% for the cases analyzed. Analyses similar to 44.8        REPAIRS those reported in Figs. 44.18 and 44.19 have been used, in conjunc-tion with deterministic analyses, to define an industry-recommended      When cracking or leakage is detected in operating nuclear inspection and corrective action program for PWR top heads that      power plant pressure boundary components, including the reactor results in acceptable probabilities of leakage and failure. This      vessel, repair or replacement may be performed in accordance work also constituted the basis for the inspection requirements      with ASME BPVC Section XI [51]. Section XI specifies that the incorporated in ASME Code Case N-729-1 [63].                          flaws must be removed or reduced to an acceptable size in accor-Similar probabilistic analyses have been performed for PWSCC      dance with Code-accepted procedures. For PWSCC in RPV alloy susceptible butt welds in pressurizer nozzles, as part of the effort  600 components, several approaches have been used.
documented in MRP-216 [59]. Analyses established the current expected flaw distribution based on pressurizer nozzle DMW            44.8.1      Flaw Removal inspections to date, (Table 44.1), estimates were made of the prob-      For relatively shallow or minor cracking, flaws may be ability of cracking versus flaw size, and of crack growth rate ver-  removed by minor machining or grinding. This approach is per-sus time. A plot of the flaw indications found to date, in terms of  mitted by the ASME Code to eliminate flaws and return the com-crack length as percentage of circumference (abscissa) versus        ponent to ASME Code compliance. However, this approach gen-crack depth as percentage of wall thickness (ordinate) is illustrated erally does not eliminate the underlying cause of the cracking.
in Figure 44.19a. Axial indications plot along the vertical axis      There will still be susceptible material exposed to the PWR envi-(l/circumference = 0) in this plot, with leaking flaws plotted at a/t ronment that caused the cracking originally, and in some cases the
        = 100%. Circumferential indications plot at non-zero values of        susceptibility might be aggravated by surface residual stresses l/circumference, at the appropriate a/t. Clean inspections are plot-  caused by the machining or grinding process. Simple flaw ted randomly in a 10% box near the origin, to give some indication    removal is thus not considered to be a long-term repair, unless of inspection uncertainty. Also shown on this plot are loci of criti- combined with some other form of mitigation. However, in the cal flaw sizes based on an evaluation of critical flaw sizes present- short term, for example, where future component replacement is ed in Ref. [59]. 50th and 99.9th percentile plots are shown. It is    planned, it may be a viable approach for interim operation.


182 is a coated electrode material and is used in shielded metal arc welding (SMAW). The compositions of the two alloys are some-what different, leading to different susceptibilities to PWSCC.
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Alloy 182 has lower chromium (1317%) than alloy 82 (1822%)
* 19 FIG. 44.21 SCHEMATIC OF WELD OVERLAY REPAIR APPLIED TO RPV OUTLET NOZZLE problem. Although WOLs, shown in Fig. 44.21, do not eliminate the PWSCC environment from the flaw as in the flaw embedment process, the repair has been shown to offer multiple improve-ments to the original pipe welds, including the following:
(a) structural reinforcement FIG. 44.20 SCHEMATIC OF RPV TOP-HEAD NOZZLE (b) resistant material FLAW EMBEDMENT REPAIR (c) favorable residual stress reversal Weld overlays also offer a significant improvement in inspec-44.8.2      Flaw Embedment                                            tion capability, because once a weld overlay is applied, the Surface flaws are much more significant than embedded flaws        required inspection coverage reduces to just the weld overlay from a PWSCC perspective, because they continue to be exposed          material plus the outer 25% of the original pipe wall, often a to the PWR primary water environment that caused the crack and         much easier inspection than the original dissimilar metal weld that can lead to continued PWSCC flaw growth after initiation.        (DMW) inspection.
Accordingly, one form of repair is to embed the flaw under a              Weld overlay repairs have been recognized as a Code-accept-PWSCC-resistant material. Figure 44.20 shows an embedment              able repair in an ASME Section XI Code Case [52] and accepted approach used by one vendor to repair PWSCC cracks or leaks in         by the U.S. NRC as a long-term repair. They have also been used, top-head nozzles and welds. The PWSCC-susceptible material,            albeit less extensively, to repair dissimilar metal welds at nozzles shown as the cross-hatched region in the figure, is assumed to be      in BWRs.
entirely cracked (or just about to crack). PWSCC-resistant material,      The weld overlay repair process was first applied to a PWR typically alloy 52 weld metal, is deposited over the susceptible      large-diameter pipe weld (on the Three Mile Island 1 pressurizer material. The assumed crack is shown to satisfy all ASME BPVC          to hot-leg nozzle) in the fall of 2003. Since that time, as part of Section XI flaw evaluation requirements, in the absence of any        the MRP-139 inspection effort described in para. 44.5.6, over 200 growth due to PWSCC, since the crack is completely isolated            weld overlays have been applied to pressurizer nozzle dissimilar from the PWR environment by the resistant material. Note that          metal butt welds. Part of the reason for this trend is that many the resistant material in this repair must overlap the susceptible    pressurizer nozzles were unable to be volumetrically inspected to material by enough length in all directions to preclude new cracks    achieve the required examination coverage in their original con-growing around the repair and causing the original crack to be        figuration. By applying weld overlays, in addition to mitigating reexposed to the PWR environment. Although this repair                the welds, their inspectability was enhanced such that post over-approach has been used successfully in several plants, there have      lay ultrasonic exams could be performed in accordance with been many incidents in which nozzles repaired by this approach        applicable requirements. Technical justification for the WOL during one refueling outage have been found to be leaking at the      process as a long-term repair is documented in Ref. [53].
subsequent outage. These occurrences were attributed to lack of        Requirements for weld overlays in PWR systems, including their sufficient overlap of the repair, because it is sometimes difficult to use as mitigation as well as repair, is documented in Ref. [60].
distinguish the exact point at which the susceptible material ends (for instance the end of the J-groove weld butter and the begin-      44.8.4      Weld Replacement ning of the RPV cladding in Fig. 44.20).                                  Finally, the flawed weld may be replaced in its entirety. In PWR top-head nozzles, this process has been implemented extensively by 44.8.3      Weld Overlay                                              relocating the pressure boundary from the original PWSCC-Another form of repair that has been used extensively to repair    susceptible J-groove weld at the inside surface to a new weld at the cracked and leaking pipe welds is the weld overlay (WOL).              midwall of the RPV head (see Fig. 44.22). With this repair Illustrated schematically in Fig. 44.21, WOLs were first con-          approach, the PWSCC-susceptible portion of the original J-groove ceived in the early 1970s as a repair for IGSCC cracking and          weld and buttering is left in the vessel, but it is no longer part of leakage in BWR main coolant piping. Over 500 such repairs have        the pressure-retaining load path for the nozzle. The lower portion of been applied in BWR piping ranging from 4 in. to 28 in. in diam-      the original nozzle is first removed by machining to a horizontal ele-eter, and some weld overlay repairs have been in service for over      vation above the J-groove weld (left-hand side of Fig. 44.22). A 20 years, with no evidence of any resumption of the IGSCC              weld prep is produced on the bottom of the remaining portion of


and has higher susceptibility to PWSCC, apparently as a result of the lower chromium content. Most welds, even if initiated or com-pleted with alloy 82 material, have some alloy 182 material.In recent years, alloys 52 and 152, which have about 30%chromium and are thus highly resistant to PWSCC, have been used in lieu of alloys 82 and 182, respectively, for repairs and for new parts such as replacement reactor vessel heads. 44.2.3RPV Top-Head Penetrations CRDMs in Westinghouse- and Babcock & WilcoxdesignedPWR plants and control element drive mechanisms (CEDMs) in Combustion Engineeringdesigned PWR plants are mounted on the top surface of the removable reactor vessel head. Figure 44.2 shows a typical CRDM nozzle in a Babcock & Wilcox-designed plant. Early vintage Westinghouse PWR plants have as few as 37 CRDM nozzles and later vintage Combustion Engineering plants have as many as 97 CEDM nozzles. These nozzles are machined from alloy 600 base metal with nished outside diameters ranging from 3.5 to 4.3 in. and with wall thicknesses ranging from about
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* Chapter 44 FIG. 44.22 SCHEMATIC OF RPV TOP-HEAD NOZZLE WELD REPLACEMENT REPAIR the nozzle, and a new, horizontal weld is made between the original    (a) Zinc Additions to Reactor Coolant. Laboratory tests indicate nozzle and the bore of the RPV head (righthand side of Fig. 44.22).       that the addition of zinc to reactor coolant significantly slows The new weld is made with PWSCC-resistant material (generally              down the rate of PWSCC initiation, with the improvement alloy 52 weld metal), and the surface of the weld is machined for          factor increasing as the zinc concentration increases [29].
NDE. The repair process still leaves some portion of the original          The improvement factor (slowdown in rate of new crack ini-PWSCC-susceptible alloy 600 nozzle in place, potentially in a high        tiation) shown by tests varies from a factor of two for 20 ppb residual stress region at the interface with the new weld. However, a      zinc in the coolant to over a factor of ten for 120 ppb zinc.
surface treatment process, such as roll peening or burnishing, has        The effect of zinc on crack growth rate is not as certain, with been applied to this interface in many applications to reduce poten-      some tests indicating a significant reduction in crack growth tial PWSCC concerns. Experience with this repair process has been          rate but others indicating no change. Further testing is under-good, in terms of subsequent leakage from repaired nozzles, and in        way under EPRI sponsorship (as of 2004) to clarify the most cases the repair need only survive for one or two fuel cycles,        effects of zinc on crack growth rate. As of mid-2004, evalu-because, once PWSCC leakage is detected in an RPV head, com-              ation of plant data, especially the data for a two-unit station mon industry practice has been to schedule a future head replace-          with PWSCC at dented steam generator tube support plates, ment (not because of the repaired nozzle, but because of concerns          is encouraging but not conclusive with regard to whether use that other nozzles are likely to be affected by the problem leading to    of zinc is reducing the rate of PWSCC. The uncertainty is the costly future inspections, repairs, and outage extensions).                result of changes in inspection methods simultaneously with changes in zinc concentration.
(b) Adjustments of Hydrogen Concentration. The EPRI PWR 44.9        REMEDIAL MEASURES                                              Primary Water Chemistry Guidelines require the hydrogen concentration in the primary coolant to be kept between 25 44.9.1      Water Chemistry Changes                                        and 50 cc/kg [28]. As discussed in the Guidelines and sum-Three types of water chemistry changes that could affect the            marized above in para. 44.3.4, the rate of PWSCC initiation rate of PWSCC are zinc additions to the reactor coolant, adjust-          and rate of PWSCC crack growth both seem to be affected ments to hydrogen concentration, and adjustments to lithium                by the hydrogen concentration, with lower concentrations concentration and pH. The factors are described below.                     being more aggressive at lower temperature and higher


0.4 to 0.8 in. In some cases, a stainless steel ange is welded to the alloy 600 nozzle with an alloy 82/182 butt weld. The nozzles are installed in the reactor vessel head with a small clearance or
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* 21 concentrations at higher temperature. Depending on the          not all of the specimens were fabricated from the same heat of plant situation as far as which parts are at most risk of      material. Therefore, there were differences in material PWSCC PWSCC, and depending on the temperature at those parts,        susceptibility in addition to differences in remedial measure effec-there may be some benefit, such as an improvement factor        tiveness. The methods used to correct for differences in specimen of about 1.2, in operating at hydrogen concentrations at        PWSCC susceptibility are discussed in the paper.
either end of the allowed range. In the longer term,              The remedial measures fell into three main effectiveness groups.
increased benefit may be achieved by operating slightly outside of the allowed range (e.g., at 60 cc/kg), although        (a) most effective this will require confirmation that the change does not              (1) waterjet conditioning result in some other undesirable effects.                            (2) electro mechanical nickel brush plating (c) Adjustments of Lithium Concentration and pH. As dis-                  (3) shot peening cussed in para. 44.3.4, some tests indicate that the rate of PWSCC initiation is increased by increases in lithium con-        (b) intermediate effectiveness centration and pH, e.g., by factors ranging from about 1.15          (1) electroless nickel plating to 2.0. On the other hand, increases in lithium and pH pro-          (2) GTAW weld repair vide proven benefits for reducing the potential harmful              (3) laser weld repair deposit buildup on fuel cladding surfaces and for reducing shutdown dose rates [28]. Based on these opposing trends,         (c) least effective plants can select a lithium/pH regime that best suits their          (1) EDM skim cutting needs, i.e., does not involve substantial risks of aggravating        (2) laser cladding PWSCC, while still providing benefits for reducing fuel              (3) flapper wheel surface polishing deposits and shutdown dose rates. When evaluating the pos-sible risks to PWSCC of increasing lithium and pH, it              As of May 2005, it is not believed that any of these remedial should be noted that crack growth rate tests show no harm-      measures had actually been applied to a reactor vessel in the field.
ful effect while crack initiation tests do. The data from crack growth rate tests are considered to be more reliable, and it is 44.9.4      Stress Improvement recommended that they be given greater weight than the            To mitigate against the IGSCC problem in BWR piping, many results from crack initiation tests. An additional considera-  plants implemented residual stress improvement processes. These tion is that the use of zinc can provide a stronger benefit    were performed both thermally (induction heating stress improve-than the possible deficit associated with increases in lithium  ment or IHSI) and by mechanical means (mechanical stress and pH, and, thus, can make use of a combined zinc adjust-      improvement process or MSIP). As described above, residual ment and increase in lithium and pH attractive.                stresses play a major role in susceptibility to both IGSCC and PWSCC, because large piping butt welds tend to leave significant 44.9.2      Temperature Reduction                                      residual stresses at the inside surfaces of the pipes, especially when field repairs were performed during construction. Both To date, a main remedial measure applied in the field for RPV stress improvement processes have been demonstrated to reverse top-head PWSCC has been modification of the reactor internals the unfavorable residual stresses, leaving compressive stresses on package to increase bypass flow through the internals flange the inside surface of the pipe, which is exposed to the reactor region and, thereby, reduce the head temperature. The lower head environment. MSIP has also been applied to PWSCC-susceptible temperature is predicted to reduce the rates of crack initiation and butt welds in PWR piping, primarily dissimilar metal welds at growth based on the thermal activation energy model, as shown in vessel nozzles, such as the V.C. Summer outlet nozzle cracking Table 44.1. However, experience in France suggests that PWSCC problem described above. As long as the stress improvement may occur at head temperatures close to the reactor cold-leg tem-process is applied relatively early in life, when cracking has not perature. This is especially significant given PWSCC of two initiated or grown to significant depths, it clearly constitutes a South Texas Project Unit 1 BMI nozzles at a temperature of about useful remedial measure that can be applied to vessel nozzles, 565F. The South Texas Project experience shows that materials eliminating one of the major factors that contribute to PWSCC.
and fabrication-related factors can result in PWSCC at tempera-One of the benefits of the weld overlay process described above tures lower than otherwise expected.
to repair PWSCC-cracked butt welds is that it reverses the resid-ual stress pattern in the weld, resulting in compressive stresses on 44.9.3      Surface Treatment                                          the inside surface. Thus, a novel mitigation approach that is being EPRI has sponsored tests of a range of mechanical remedial          explored at several plants is the application of weld overlays pre-measures for PWSCC of alloy 600 nozzles. Results of these tests        emptively, before cracking is discovered. Applying a preemptive were reported by Rao at the Fontevraud 5 Symposium [54]. The          WOL in this manner produces the same remedial benefits remedial measures test program consisted of soliciting remedial        described above for the stress improvement processes, but also measures from vendors, fabricating full-diameter and wall-thickness    places a PWSCC-resistant structural reinforcement on the outer ring specimens from archive CRDM nozzle material, installing          surface of the pipe. So, if the favorable residual stresses were to specimens in rings that locked in high residual stresses on the        relax in service, or for some reason be ineffective in arresting the specimen inside surface, applying the remedial measures to the        PWSCC phenomenon, the PWSCC-resistant overlay would still stressed surface, and then testing the specimens in doped steam        provide an effective barrier against leakage and potential pipe with hydrogen overpressure at 400C (750F). The specimens            rupture. Moreover, the revised inspection coverage requirements were removed from the autoclave at intervals and inspected for        specified for WOLs apply to such preemptive overlays, providing SCC. A complicating factor in interpreting the test results is that    the added benefit of enhanced inspectability [52].


interference t (0.004 in. maximum interference on the diameter) and are then welded to the vessel head by an alloy 82/182 J-groove weld. The surface of the J-groove weld preparation is coated with a thin butter layer of alloy 182 weld metal before stress relieving the vessel head so that the nozzles can be installed and the nal J-groove weld can be made after vessel stress relief.
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This avoids possible distortion that could occur if the CRDM noz-zles were welded into the vessel head before vessel stress relief. Most vessels have a single 1.01.3 in. outside diameter alloy600 head vent nozzle welded to a point near the top of the head by a J-groove weld. Two of the early Babcock & Wilcoxdesignedvessels had eight 1.0-in. outside diameter alloy 600 thermocouplenozzles welded to the periphery of the head by J-groove welds. Most of the Combustion Engineering vessels have alloy 600 incore instrument (ICI) nozzles welded to the periphery of the top head by J-groove welds. These ICI nozzles are similar to CEDM nozzles except that they range from 4.5 to 6.6 in. outside diame-ter. Several Westinghouse plants have 3.5 to 5.4 in. outside diame-ter alloy 600 auxiliary head adapters and de-gas line nozzles attached to the top head by J-groove welds. Several Westinghouse plants have 5.3 to 6.5 in. outside diameter internals support hous-ings and auxiliary head adapters attached to the vessel top head surface by alloy 82/182 butt welds. In summary, PWR reactor vessels have 38 to 102 alloy 600 noz-zles welded to the top head, with most of these attached to the heads after stress relief of the head by alloy 82/182 J-groove welds. 44.2.4BMI Penetrations All of the Westinghouse and Babcock & Wilcoxdesigned reac-tor vessels in the United States and three of the Combustion Engineeringdesigned reactor vessels in the United States have alloy 600 instrument nozzles mounted to the vessel bottom heads.
* Chapter 44 44.9.5      Head Replacement                                        44.10.3    Assessing Risk of Rupture and Core Damage The most obvious way to address RPV top-head cracking                          Due to Nozzle Ejection issues is head replacement. Approximately one-third of operating        The risk of nozzle ejection (net section collapse) is determined PWRs in the United States have replaced their heads or have          using methods such as described in para. 44.6.2.
scheduled head replacements in the near future. Such head replacements take advantage of the lessons learned to date regard-    44.10.4    Assessing Risk of Rupture and Core Damage ing the PWSCC phenomenon, and the new heads are generally                        Due to Boric Acid Wastage produced so as to eliminate all PWSCC-susceptible materials,            The risk of failure of the carbon or low-alloy steel reactor ves-replacing them with resistant materials (alloy 690 and associated    sel head by boric acid wastage is determined using methods such weld metals alloys 52 and 152). RPV head replacement is a key        as described in para. 44.6.3.
aspect of strategic planning to address the alloy 600 problem in PWRs, and is performed as part of a coordinated alloy 600 main-       44.10.5 Identifying Alternative Life Cycle tenance program that addresses steam generator, pressurizer, and                  Management Approaches piping issues as well as the RPV.                                        An important step in developing a life cycle management plan is to identify the alternative approaches that can be considered.
These alternatives can include the following:
44.10        STRATEGIC PLANNING (a) continue to inspect and repair indefinitely without applying Within constraints posed by regulatory requirements, utilities            remedial measures.
are free to develop a strategic plan that ensures a low risk of leak-    (b) apply remedial measures, such as lowering the vessel head age, ensures an extremely low risk of core damage, and results in            temperature by increasing bypass flow through the vessel the lowest net present value (NPV) cost consistent with the first            internals flange, adding zinc to the primary coolant, and two criteria. Development of a strategic plan for RPV top-head               water-jet conditioning the wetted surface of nozzles and nozzles was described by White, Hunt, and Nordmann at the 2004              welds to remove small flaws and leave the material surface ICONE-12 conference [55]. The strategic planning process was                with a compressive residual stress.
based on life cycle management approaches and NPV economic              (c) replace the vessel head as quickly as possible.
modeling software developed by EPRI [56,57].                             (d) replace the vessel head shortly after detecting the first The main steps in the strategic planning process are as follows:          PWSCC cracks.
(e) use other approaches identified.
(a) predicting time to PWSCC (b) assessing risk of leaks                                          Each of these alternatives must be studied to determine the (c) assessing risk of rupture and core damage due to nozzle        difficulty of application, the likely effectiveness, and the effect of ejection                                                      the change on required inspections. For example, head replace-(d) assessing risk of rupture and core damage due to boric acid    ment may involve the need to cut an access opening in the con-wastage                                                      tainment structure or to procure a new set of CRDMs to allow the (e) identifying alternative life cycle management approaches      head changeout to be performed quickly, so as to not adversely (f) evaluating economically the alternative management            affect the refueling outage time. If openings must be cut in con-approaches                                                    tainment, consideration should also be given to the possible need While the paper and following discussion are based on RPV          to cut other openings in the future, such as for steam generator or top-head nozzles, the same basic approach can be applied to BMI      pressurizer replacements. Consideration must also be given to the nozzles and butt welds.                                              disposal of a head after it is replaced.
44.10.1      Predicting Time to PWSCC                                44.10.6     Economic Evaluations of Alternative Predictions of the time to PWSCC crack initiation are                          Management Approaches described in para. 44.7.1. The predictions are typically based on a      Most life cycle management evaluations include economic statistical distribution such as a two-parameter Weibull or log-      analyses to determine the NPV cost of each alternative. The NPV normal model. Predictions are most accurate if based on plant-       cost is the amount of money that is required today to pay all pre-specific repeat inspections showing increasing numbers of            dicted future costs, including the effects of inflation and the dis-cracked nozzles. If such data are not available, then predictions    count rate. Inputs to an LCM economic analysis typically include are typically based on data for other similar plants (e.g., design,  the following:
material, operating conditions) with corrections for differences in operating time and temperature.                                          (a) costs of planned preventive activities including inspections, remedial measures, and replacements.
44.10.2      Assessing Risk of Leaks                                    (b) predicted failure mechanisms (e.g., cracks, leaks, and rup-The risk of leakage at a particular point in time (typically refu-        ture) and failure rates.
eling outage number) is typically determined by a probabilistic          (c) costs for corrective maintenance in the event of a failure (Monte-Carlo) analysis using the distribution of predicted time to           including the cost to make the repair, the estimated value of crack initiation (para. 44.7.1), crack growth (para. 44.7.2), and            lost production, and an allowance for consequential costs such other probabilistic modeling techniques (para. 44.7.3). The proba-          as increased regulatory scrutiny. Consideration should be bilistic analysis should include a sensitivity study to identify the        given to the fact that a major incident such as the Davis-Besse most important analysis input parameters, and these important                RPV head wastage can result in lost production and conse-parameters should be reviewed to ensure that they can be substan-            quential costs far higher than the cost to replace the affected tiated by available data.                                                    component.


These are often referred to as bottom-mounted instrument (BMI) nozzles. These nozzles range from 1.5 to 3.5 in. outside diameter.
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As shown in Fig. 44.3, a typical BMI nozzle is welded to the bot-tom head by a J-groove weld. In the case of the Westinghouse and Combustion Engineering plants, the J-groove welds were made after stress relieving the vessel. In the case of the Babcock &
* 23 FIG. 44.23 TYPICAL RESULTS OF STRATEGIC PLANNING ECONOMIC ANALYSIS FOR RPV HEAD NOZZLES Figure 44.23 shows typical results of a strategic planning                  (Seche et Aqueuse), Organisé a Saclay les 29-s30 juin et 1er juillet 1959, analysis with economic modeling.                                               North Holland Publishing Cy, Amsterdam, Pays-Bas, 1960.
Wilcoxdesigned plants, the J-groove welds were made prior to vessel stress relief. Early test experience at a Babcock & Wilcox-designed plant showed a ow vibration concern with the portions of the BMI nozzles inside the bottom head plenum. Accordingly, all of the Babcock & Wilcock plant BMI nozzles were modied
The final step in the economic evaluation is to review the pre-        10. Copson HR, Berry WE. Corrosion of Inconel Nickel-Chromium dictions in light of other plant constraints, such as planned plant            Alloy in Primary Coolants of Pressurized Water Reactors. Corrosion life, potential power uprates, budget constraints, and the availability        1962;18:21t-26t.
of replacement heads. In many cases, the alternative with the low-        11. Copson HR, Dean SW. Effect of Contaminants on Resistance to Stress est predicted NPV cost may not represent the best choice.                      Corrosion Cracking of Ni-Cr Alloy 600 in Pressurized Water.
Corrosion 1965;21(1):1-8.
: 12. Copson HR, Economy G. Effect of Some Environmental Variables on 44.11        REFERENCES                                                        Stress Corrosion Behavior of Ni-Cr-Fe Alloys in Pressurized Water.
Corrosion 1968;24(3):55-65.
: 1. SMC 027, Inconel Alloy 600. In: Special Metals Corporation Handbook. 2000.                                                      13. Rentler RM, Welinsky IH. Effect of HN03-HF Pickling on Stress Corrosion Cracking of Ni-Cr-Fe Alloy 600 in High Purity Water at
: 2. White DE. Evaluation of Materials for Steam Generator Tubing.            660F (WAPD-TM-944). Bettis Atomic Power Laboratory; 1970.
Bettis Technical Review, report WAPD-BT-16, December 1959.
: 14. Hübner W, Johansson B, de Pourbaix M. Studies of the Tendency to
: 3. Howells E, McNary TA, White DE. Boiler Model Tests of Materials          Intergranular Stress Corrosion Cracking of Austenitic Fe-Cr-Ni for Steam Generators in Pressurized Water Reactors. Corrosion            Alloys in High Purity Water at 300C (Studsvik report AE-437).
1960;16:241t-245t.                                                        Nykoping, Sweden; 1971.
: 4. Copson HR, Berry WE. Qualification of Inconel for Nuclear Power      15. Debray W, Stieding L. Materials in the Primary Circuit of Water-Plant Applications. Corrosion 1960;16:79t-85t.                            Cooled Power Reactors. International Nickel Power Conference,
: 5. Copson HR. Effect of Nickel Content on the Resistance to Stress-          Lausanne, Switzerland, May 1972, Paper No. 3.
Corrosion Cracking of Iron-Nickel-Chromium Alloys in Chloride        16. Shoemaker C. Proceedings: Workshop on Thermally Treated Alloy Environments. First International Congress on Metallic Corrosion          690 Tubes for Nuclear Steam Generators (NP-4665S-SR). Palo Alto, London, 1961, p328-333; Butterworths, 1962.                              CA: Electric Power Research Institute; 1986.
: 6. LaQue FL, Cordovi MA. The Corrosion of Pressure Circuit Materials    17. Bruemmer SM, et al. Microstructure and Microdeformation Effects in Boiling and Pressurized-Water Reactors (Special Report 69).            on IGSCC of Alloy 600 Steam Generator Tubing. Corrosion 87, Paper London: The Iron and Steel Institute; 1961: 157-178.                      No. 88, NACE, 1987.
: 7. Copson HR, Berry WE. Corrosion of Inconel Nickel-Chromium            18. Cattant F. Metallurgical Investigations of CRDM Nozzles From Bugey Alloy in Primary Coolants of Pressurized Water Reactors. Corrosion        and Other Plants. Proceedings: 1992 EPRI Workshop on PWSCC of 1962;18:21t-26t.                                                          Alloy 600 in PWRs, Orlando, FL, December 1-3, 1992; Paper B5 (TR-
: 8. Bush SH, Dillon RL. Stress Corrosion in Nuclear Systems. Stress          103345), Palo Alto, CA: Electric Power Research Institute; 1993.
Corrosion Cracking and Hydrogen Embrittlement of Iron Base Alloys,    19. Bandy R, van Rooyen D. Stress Corrosion Cracking of Inconel Alloy Conference held at Unieux-Firminy, France, June 12-16, 1973, pp.          600 in High Temperature Water: An Update. Corrosion 83, Paper No.
61--79, Case 3, NACE, 1977.                                              139, NACE, 1983.
: 9. Coriou MM, et al. Corrosion Fissurante suos Contrainte de LInconel  20. Yonezawa T, et al. Effect of Cold Working on the Stress Corrosion dans LEau a Haute Température. 3e Colloque de Métallurgie Corrosion    Cracking Resistance of Nickel-Chromium-Iron Alloy. Conference:


after initial installation to increase the diameter of the portion of the nozzle extending into the lower plenum. The new extension was alloy 600 and the modication weld was made using alloy
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* Chapter 44 Materials for Nuclear Reactor Core Applications, Vol. 2, Bristol, UK, 37. Fyfitch S, Whitaker DE, Arey ML. CRDM and Thermocouple Nozzle October 27-29, 1987; London: Thomas Telford House; 1987.                  Inspections at the Oconee Nuclear Station. Proceedings of the 10th International Symposium on Environmental Degradation of Materials
: 21. Seman DJ, Webb GL, Parrington RJ. Primary Water Stress Corrosion in Nuclear Power Systems-Water Reactors, NACE, 2001.
Cracking of Alloy 600: Effects of Processing Parameters (TR-100852).
Proceedings: 1991 EPRI Workshop on PWSCC of Alloy 600 in PWRs,        38. Thomas S. PWSCC of Bottom-Mounted Instrument Nozzles at South Palo Alto, CA: Electric Power Research Institute; 1992: 1-18.            Texas Project (Paper 49521). Proceedings of 12th International Conference on Nuclear Engineering, Arlington, VA, April 25-29,
: 22. Yonezawa T, Sasaguri N, Onimura K. Effects of Metallurgical Factors 2004.
on Stress Corrosion Cracking of Ni-Based Alloys in High Temperature Water. Proceedings of the 1988 JAIF International Conference on      39. U.S. NRC Issuance of Order Establishing Interim Inspection Water Chemistry in Nuclear Power Plants, 1988, p. 490.                    Requirements for Reactor Pressure Vessel Heads at Pressurized Water Reactors (EA-03-009). Washington, DC: U.S. Nuclear Regulatory
: 23. Buisine D, et al. PWSCC Resistance of Nickel-Based Weld Metals Commission; 2003.
With Various Chromium Contents (EPRI TR-105406). Proceedings:
1994 EPRI Workshop on PWSCC of Alloy 600 in PWRs. Palo Alto,          40. U.S. NRC Leakage from Reactor Pressure Vessel Lower Head CA: Electric Power Research Institute; 1995.                              Penetrations and Reactor Coolant Pressure Boundary Integrity
: 24. Amzallag C, et al. Stress Corrosion Life Assessment of 182 and 82        (Bulletin 2003-02). Washington, DC: U.S. Nuclear Regulatory Welds Used in PWR Components. Proceedings of the 10th                    Commission; 2003.
International Symposium on Environmental Degradation of Materials    41. U.S. NRC Reactor Pressure Vessel Lower Head Penetration Nozzles in Nuclear Power Systems-Water Reactors, NACE, 2001.                      (Bulletin 2003-02), Temporary Instruction 2515/152. Washington,
: 25. Hunt ES, et al. Primary Water Stress Corrosion Cracking (TR-103824).      DC: U.S. Nuclear Regulatory Commission; 2003.
In: Steam Generator Reference Book, Revision 1. Palo Alto, CA:        42. U.S. NRC Technical Report on Material Selection and Processing Electric Power Research Institute; 1994.                                  Guidelines for BWR Coolant Pressure Boundary Piping (NUREG-
: 26. White GA, Hickling J, Mathews LK. Crack Growth Rates for                  0313, Rev. 2). Washington, DC: U.S. Nuclear Regulatory Evaluating PWSCC of Thick-Wall Alloy 600 Material. Proceedings            Commission; 1988.
of the 11th International Conference on Environmental Degradation of  43. Managing Boric Acid Corrosion Issues at PWR Power Stations. In:
Materials in Nuclear Power Systems-Water Reactors, ANS, 2003.            Boric Acid Corrosion Guidebook, Rev. 1. Palo Alto, CA: Electric
: 27. Attanasio S, Morton D, Ando M. Measurement and Calculation of            Power Research Institute; 2001.
Electrochemical Potentials in Hydrogenated High Temperature Water,    44. Staehle RW, Stavropoulos KD, Gorman JA. Statistical Analysis of Including an Evaluation of the Yttria-Stabilized Zirconia/Iron-Iron      Steam Generator Tube Degradation (NP-7493). Palo Alto, CA:
Oxide (Fe/Fe3O4) Probe as a Reference Electrode. Corrosion 2002,          Electric Power Research Institute; 1991.
Paper 02517, NACE, 2002.
: 45. Turner APL, Gorman JA, et al. Statistical Analysis of Steam
: 28. Pressurized Water Reactor Primary Water Chemistry Guidelines,            Generator Tube Degradation: Additional Topics (TR-103566). Palo Revision 5, Section 2.3. Palo Alto, CA: Electric Power Research          Alto, CA: Electric Power Research Institute; 1994.
Institute; 2003.
: 46. Stavropoulos KD, Gorman JA, et al. Selection of Statistical
: 29. Morton DS, Hansen M. The Effect of pH on Nickel Alloy SCC and            Distributions for Prediction of Steam Generator Tube Degradation.
Corrosion Performance. Corrosion 2003, Paper 03675, NACE, 2003.          Proceedings of the 5th International Symposium on Environmental 30 Rebak RB, McIlree AR, Szklarska-Smialowska Z. Effects of pH and            Degradation of Materials in Nuclear Power Systems - Water Stress Intensity on Crack Growth Rate in Alloy 600 in Lithiated and       Reactors, pp. 731-738, ANS, 1992.
Borated Water at High Temperature. Proceedings of the 5th            47. Gorman JA, et al. PWSCC Prediction Guidelines (TR-104030). Palo International Symposium on Environmental Degradation of Materials        Alto, CA: Electric Power Research Institute; 1994.
in Nuclear Power Systems - Water Reactors, pp. 511-517, ANS, 1992.                                                                48. Materials Reliability Program (MRP) Crack Growth Rates for Evaluating Primary Water Stress Corrosion Cracking (PWSCC) of
: 31. Hunt ES, Gross DJ. PWSCC of Alloy 600 Materials in PWR Primary            Thick-Wall Alloy 600 Materials (MRP-55NP) Revision 1, EPRI, Palo System Penetrations (TR-103696). Palo Alto, CA: Electric Power            Alto, CA: 2002. 1006695-NP.
Research Institute; 1994.
: 49. Riccardella P, Cofie N, Miessi A, Tang S, Templeton B.
: 32. U.S. NRC Crack in Weld Area of Reactor Coolant System Hot Leg            Probabilistic Fracture Mechanics Analysis to Support Inspection Piping at V. C. Summer (Information Notice 2000-017, 2000;                Intervals for RPV Top Head Nozzles. U.S. NRC/Argonne National Supplement 1, 2000; Supplement 2, 2001). Washington, DC: U.S.            Laboratory Conference on Vessel Head Penetration Inspection, Nuclear Regulatory Commission.                                            Cracking, and Repairs, September 29-October 2, 2003, Gaithersburg,
: 33. Hunt ES, Gross DJ. PWSCC of Alloy 600 Materials in PWR Primary            Maryland.
System Penetrations (TR-103696). Palo Alto, CA: Electric Power        50. Materials Reliability Program (MRP-113NP): Alloy 82/182 Pipe Butt Research Institute; 1994.                                                Weld Safety Assessment for U.S. PWR Plant Designs (1007029-NP).
: 34. U.S. NRC Circumferential Cracking of Reactor Vessel Head                  Palo Alto, CA: Electric Power Research Institute; 2004.
Penetration Nozzles (Bulletin 2001-01). Washington, DC: U.S.          51. ASME BPVC Section XI, Rules for Inservice Inspection of Nuclear Nuclear Regulatory Commission; 2001.                                      Power Plant Components. In: ASME Boiler and Pressure Vessel
: 35. U.S. NRC Reactor Pressure Vessel Head Degradation and Reactor            Code. New York: American Society of Mechanical Engineers; Coolant Pressure Boundary Integrity (Bulletin 2002-01). Washington,      2002.
DC: U.S. Nuclear Regulatory Commission; 2002.                        52. ASME BPVC Code Case N-504-2, Alternative Rules for Repair of
: 36. U.S. NRC Reactor Pressure Vessel Head and Vessel Head Penetration        Classes 1, 2, and 3 Austenitic Stainless Steel Piping, Section XI, Nozzle Inspection Programs (Bulletin 2002-02). Washington, DC:            Division 1. In: ASME Boiler and Pressure Vessel Code. New York:
U.S. Nuclear Regulatory Commission; 2002.                                American Society of Mechanical Engineers; 1997.


82/182 weld metal, with no subsequent stress relief heat treatment. 44.2.5Butt Welds Many Westinghouse reactor vessels have alloy 82/182 buttwelds between the low-alloy steel reactor vessel inlet and outlet nozzles and the stainless steel reactor coolant pipe, as shown in Fig. 44.4. In most cases, these welds include alloy 182 cladding on the inside of the nozzle and an alloy 182 butter layer applied to the end of the low-alloy steel nozzle prior to vessel stress relief.FIG.44.2TYPICAL CONTROL ROD DRIVE MECHANISM (CRDM) NOZZLEFIG.44.3TYPICAL BOTTOM-MOUNTED INSTRUMENT (BMI) NOZZLE ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 3 4¥Chapter 44Babcock & Wilcoxdesigned plants, and all but oneCombustionEngineering-designed plant, do not have alloy 82/182 butt welds at reactor vessel inlet and outlet nozzles since the reac-tor coolant piping is low-alloy steel as opposed to stainless steel. Reactor vessel core ood line nozzles in Babcock & Wilcoxdesigned plants have alloy 182 cladding and alloy 82/182 butt welds between the low-alloy steel nozzle and stainless steel core
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* 25
ood pipe.44.2.6Core Support Attachments Most PWR vessels have alloy 600 lugs attached to the insidesurface of the vessel, as shown in Fig. 44.5, to guide the reactor internals laterally or to support the reactor internals in the event of structural failure of the internals. These lugs are attached to cladding on the inside of the vessel by full penetration alloy82/182 welds. In most cases, the vessel cladding in the area of thelugs is also alloy 182 weld metal.44.2.7Miscellaneous Alloy 600 Parts Most reactor vessel lower closure anges have alloy 600 leak-age monitor tubes welded to the ange surface by alloys 82/182
: 53. Riccardella PC, Pitcairn DR, Giannuzzi AJ, Gerber TL. Weld Overlay  62. G. A. White, N. S. Nordmann, J. Hickling, and C. D. Harrington, Repairs From Conception to Long-Term Qualification. International      Development of Crack Growth Rate Disposition Curves for Primary Journal of Pressure Vessels and Piping 1988;34:59-82.                   Water Stress Corrosion Cracking (PWSCC) of Alloy 82, 182, and 132 Weldments, Proceedings of the 12th International Conference on
 
: 54. Rao GV, Jacko RJ, McIlree AR. An Assessment of the CRDM Alloy Environmental Degradation of Materials in Nuclear Power Systems -
weld metal. These are not discussed further since the leakage monitor tubes are not normally lled with water and, therefore, are not normally subjected to conditions that contribute to
600 Reactor Vessel Head Penetration PWSCC Remedial Techniques.
 
Water Reactors, TMS, 2005.
PWSCC.44.3PWSCC 44.3.1Description of PWSCC PWSCC is the initiation and propagation of intergranularcracks through the material in a seemingly brittle manner, with little or no plastic deformation of the bulk material and without the need for cyclic loading. It generally occurs at stress levels close to the yield strength of the bulk material, but does not involve signicant material yielding. PWSCC occurs when three controlling factors, material sus-ceptibility, tensile stress, and the environment, are sufciently severe. Increasing the severity of any one or two of the three factors can result in PWSCC occurring, even if the severity of the remaining factor or factors is not especially high. The three factors are discussed separately in the following sections. While mechanistic theories for PWSCC have been proposed, a rm understanding of the underlying mechanism of PWSCC has not been developed. Accordingly, the inuence of material susceptibility, stresses, and environment must be treated on an
Proceedings of Fontevraud 5 International Symposium, September 23-27, 2002.                                                       63. ASME Code Case N-729-1, Section XI, Division 1, Alternative Examination Requirements for PWR Reactor Vessel Upper Heads
 
: 55. White GA, Hunt ES, Nordmann NS. Strategic Planning for RPV Head        With Nozzles Having Pressure-Retaining Partial-Penetration Welds, Nozzle PWSCC. Proceedings of ICONE12, 12th International Conference    approved March 28, 2006.
empirical basis, without much support from theoretical models.44.3.2Causes of PWSCC: Material Susceptibility Based on laboratory test data and plant experience, the follow-ing main factors inuence the susceptibility of alloy 600 base metal and its weld alloys to PWSCC: (a)Microstructure.Resistance to PWSCC tends to increase as the fraction of the grain boundaries that are decorated by chromium carbides increases. Various models have been proposed to explain this effect such as one where the car-
on Nuclear Engineering, April 25-29, 2004, Arlington, Virginia.
 
: 64. ASME Code Case N-722, Section XI, Division 1, Additional
bides act as dislocation sources and enhance plastic defor-
: 56. Demonstration of Life Cycle Management Planning for Systems,            Inspections for PWR Pressure Retaining Welds in Class 1 Pressure Structures and Components: With Applications at Oconee and Prairie      Boundary Components Fabricated with Alloy 60/82/182 Materials, Island Nuclear Stations, Palo Alto, CA: Electric Power Research        approved July 5, 2005.
 
Institute; Charlotte, NC: Duke Power; East Welch, MN: Northern States Power (now Xcel Energy); 2001.                               65. S. Rahman and G. Wilkowski, Net-Section-Collapse Analysis of Circumferentially Cracked CylindersPart I: Arbitrary-Shaped
mation at crack tips, thereby blunting the cracks and imped-ing their growth [17]. The absence of carbides in the matrix
: 57. Demonstration of Life Cycle Management Planning for Systems,            Cracks and Generalized Equations, Engineering Fracture Mechanics, Structures and Components - Lcm VALUE User Manual and Tutorial.        Vol. 61, pp. 191-211, 1998.
 
Palo Alto, CA: Electric Power Research Institute; 2000.
of grains also correlates with higher resistance to PWSCC, as does larger grain size [18]. (b)Yield Strength.Susceptibility to PWSCC appears to increaseas the yield strength increases. However, this is considered to
: 66. G. Wilkowski, H. Xu, D.-J. Shim, and D. Rudland, Determination of
 
: 58. Materials Reliability Program: Primary System Piping Butt Weld          the Elastic-Plastic Fracture Mechanics Z-factor for Alloy 82/182 Weld Inspection and Evaluation Guidelines (MRP-139), EPRI, Palo Alto,       Metal Flaws for Use in the ASME Section XI Appendix C Flaw CA: 2005. 1010087.                                                     Evaluation Procedures, PVP2007 26733, Proceedings of ASME-
be a result of higher yield strength material supporting high-er residual stress levels and is, therefore, more of a stress than a material effect. As discussed in para. 44.3.3, tests indi-cate that the time to PWSCC initiation varies inversely with the fourth to seventh power of the total (applied plus resid-
: 59. Materials Reliability Program: Advanced FEA Evaluation of Growth        PVP 2007: 2007 ASME Pressure Vessels and Piping Division of Postulated Circumferential PWSCC Flaws in Pressurizer Nozzle        Conference, San Antonio, TX, 2007.
 
Dissimilar Metal Welds (MRP-216, Rev. 1), EPRI, Palo Alto, CA:      67. G. M. Wilkowski, et al., Degraded Piping Program-Phase II, 2007. 1015400.s                                                        Summary of Technical Results and Their Significance to Leak-
ual) tensile stress [1921].(c)Chromium Concentration.Tests of wrought materials andweld materials in the nickelchromiumiron alloy group of
: 60. Materials Reliability Program: Technical Basis for Preemptive Weld      Before-Break and In-Service Flaw Acceptance Criteria, NUREG/CR-Overlays for Alloy 82/182 Butt Welds in PWRs (MRP-169), EPRI,           4082, Vol. 1-8, January 1985 to March 1989.
 
Palo Alto, CA: 2005. 1012843.                                       68. Materials Reliability Program Reactor Vessel Closure Head
materials consistently indicate that susceptibility to PWSCC
: 61. Materials Reliability Program Crack Growth Rates for Evaluating        Penetration Safety Assessment for U.S. PWR Plants (MRP-110NP):
 
Primary Water Stress Corrosion Cracking (PWSCC) of Alloy 82, 182,       Evaluations Supporting the MRP Inspection Plan, EPRI, Palo Alto, and 132 Welds (MRP-115NP), EPRI, Palo Alto, CA: 2004. 1006696-NP.       CA: 2004. 1009807-NP.}}
decreases as the chromium content increases [22,23].
 
Materials with 30% chromium or more are highly resistant to PWSCC. The improved resistance of alloy 82 vs. alloy 182 weld metal is attributed to the higher chromiumFIG.44.4TYPICAL REACTOR VESSEL INLET/OUTLET NOZZLEFIG.44.5TYPICAL CORE SUPPORT LUG ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 4 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥5concentration of alloy 82 (1822%) vs. that of alloy 182(1317%). Alloy 690 base metal and alloys, 52 and 152 weld metal, with about 30% chromium, have been found to
 
be highly resistant to PWSCC in numerous tests. (d)Concentrations of Other Species and Weld Flaws. No cleartrends in PWSCC susceptibility have been observed as a function of the concentration of other species in the alloy such as carbon, boron, sulfur, phosphorous, or niobium.
However, to the extent that these species, in combination
 
with the thermomechanical processing to which the part is subjected, affect the carbide microstructure, they can have
 
an indirect inuence on susceptibility to PWSCC. Also, hot
 
cracks caused by some of these species (e.g., sulfur and
 
phosphorous) can act as PWSCC initiators and, thus, increase PWSCC susceptibility.44.3.3Causes of PWSCC: Tensile Stresses Industry design requirements, such as ASME BPVC SectionIII, specify the allowable stresses for reactor vessel components
 
and attachments. The requirements typically apply to operating condition loadings such as internal pressure, differential thermal expansion, dead weight, and seismic conditions. However, the
 
industry design standards do not typically address residual stress-es that can be induced in the parts during fabrication. These resid-
 
ual stresses are often much higher than the operating condition stresses and are ignored by the standards since they are secondary (self-relieving) in nature. It is the combination of operating condi-
 
tion stresses and residual stresses that lead to PWSCC. For the case of penetrations attached to the vessel heads by par-tial penetration J-groove welds, high residual stresses are caused by two main factors. Firstly, the surfaces of nozzles are typically machined prior to installation in the vessel. This machining cold works a thin layer (up to about 0.005 in. thick) on the surface, thereby signicantly increasing the material yield and tensile strength near the surface. Secondly, weld shrinkage, which occurs when welding the nozzle into the high restraint vessel shell, pulls the nozzle wall outward, thereby creating yield strength level
 
residual hoop stresses in the nozzle base metal and higher strength cold-worked surface layers. These high residual hoop stresses contribute to the initiation of axial PWSCC cracks in the cold-worked surface layer and to the subsequent growth of the axial cracks in the lower strength nozzle base material. The lower frequency of cracking in weld metal relative to base metal may result from the fact that welds tend not to be cold worked and then subjected to high strains after the cold work.
Residual stresses in the nozzles and welds can lead to crack ini-tiation from the inside surface of the nozzle opposite from the weld, from the outside surface of the nozzle near the J-groove weld, or from the surface of the J-groove weld. Most PWSCC cracks have been axially oriented. This is consis-tent with results of nite element stress analyses, which predict that the hoop stresses exceed the axial stresses at most locations.However, axial stresses can also be high and circumferentialcracks have occurred in a few cases. For the case of butt welds, the weld shrinkage that occurs asprogressive passes are applied from the outside surface produces
 
tensile hoop stresses throughout the weld, axial tensile stresses on the outside weld surface (and often also the inside weld surface),
and a region of axial compressive stress near midwall thickness.
The hoop stresses can contribute to axial PWSCC cracks in the weld and the axial stresses can contribute to circumferential cracks. Finite element analyses show that the hoop stresses on the wetted inside surface of a butt weld are typically higher than the
 
axial stresses at high stress locations, such that cracks are predict-ed to be primarily axial in orientation. However, if welds are repaired on the inside surface, or subjected to deep repairs from the outside surface, the residual hoop and axial stresses on the wetted inside surface can both approach the yield strength of the
 
weld metal and can cause circumferential as well as axial cracks. 44.3.4Causes of PWSCC: Environment Several environmental parameters affect the rate of PWSCCinitiation and growth. Temperature has a very strong effect. The effects of water chemistry variations are not very strong, assum-ing that the range of chemistry variables is limited to those that
 
are practical for PWR primary coolant, i.e., with the coolant con-taining an alkali to raise pH above neutral and hydrogen to scav-
 
enge oxygen.(a)Temperature. PWSCC is strongly temperature dependent.The activation energy for crack initiation is about 44
 
kcal/mole for thick section nozzle materials [24] and 50 kcal/mole for thinner cold-worked steam generator tubing material [25]. The activation energy for crack growth is about 31 kcal/mole [26]. Using these values, the relative factors for crack initiation and growth at typical pressuriz-er and cold leg temperatures of 653F and 555F relative toan assumed hot leg temperature of 600F are given inTable 44.1. (b)Hydrogen Concentration. Tests using crack growth ratespecimens have shown that crack growth tends to be a max-
 
imum when the hydrogen concentration results in the elec-
 
trochemical potential being at or close to the potential where the Ni/NiO phase transition occurs [27]. Higher or lower values of hydrogen decrease crack growth rates. This effect can be substantial, with peak crack growth rates in some cases being up to four times faster when the hydrogen con-centration is at the value causing peak growth rate as com-pared to conditions with hydrogen values well away from the peak growth rate value, as shown in Fig. 44.6 [27]. Tests at various temperatures show that the hydrogen concentra-tion for the Ni/NiO transition varies systematically with
 
temperature, and that the hydrogen concentration causing the peak growth rate exhibits a similar trend, with the ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 5 6¥Chapter 44concentration causing the peak crack growth rate becominglower as temperature decreases (e.g., 10 cc/kg at 320C, 17 cc/kg at 3301/4C, 24 cc/kg at 338C, and 27.5 cc/kg at 360C).Crack initiation may depend on hydrogen concentration in a similar manner. However, enough testing to determine the effect of hydrogen on time to crack initiation has only been
 
performed at 330C, where it resulted in the most rapidcrack initiation in alloy 600 tubing at about 32 cc/kg vs.
about 17 cc/kg for peak crack growth rate. Reported data regarding effects of hydrogen concentration on PWSCC ini-tiation and growth are shown in Fig. 44.7 [28]. The reasons that the hydrogen concentration for peak aggressivity
 
appears to be about twice as high for crack initiation vs.
crack growth rate (32 cc/kg vs. 17 cc/kg) are not known; the difference may be real or may be an artifact of data scatter
 
or imprecision.
(c)Lithium Concentration and pH. Tests indicate that theeffects of changes in pH on crack growth rate, once the pH is well above neutral, are minimal and cannot be distin-guished from the effects of data scatter [28]. However, when
 
considering the full pH range from acid to neutral to caus-tic, several tests indicate that crack growth rates decrease as pH is lowered to the neutral range and below, but is essen-
 
tially constant for pH Tof about 6 to 8 [29,30]. While tests of crack growth rate indicate increases in pH and lithium concentration within the normal ranges used for PWRs have minimal effects on crack growth rate, some evaluations of
 
crack initiation data indicate that increases in pH and lithium
 
cause moderate increases in the rate of crack initiation, e.g., in the range of 1015% for increases in cycle pH T from 6.9 to 7.2 [29].However, recent tests sponsored by the Westinghouse Owners Group (WOG) indicate that the effect may be stronger, such as an increase by a factor of two for an increase in cycle pH T from 6.9to 7.2. Further tests under EPRI sponsorship are underway (as of
 
2004) to clarify this situation.44.4OPERATING EXPERIENCE44.4.1Precursor PWSCC at Other RCS Locations PWSCC of alloy 600 material has been an increasing concernin PWR plants since cracks were discovered in the U-bend region
 
of the original Obrigheim steam generators in 1971. The history
 
of PWSCC occurrences around the full reactor coolant system up though 1993, i.e., not limited to the reactor vessel, is documented
 
in an EPRI report [31]. Between 1971 and 1981, PWSCC cracks
 
were detected at additional locations in steam generator tubes (e.g., at dents and at roll transitions), and in an increasing number of tubes. This experience showed that alloy 600 in the metallurgi-cal condition used for steam generator tubes was quite susceptible to PWSCC, with susceptibility increasing as stress, cold work, and temperature increase. It was found that susceptibility was also strongly affected by the microstructure of the material, with sus-
 
ceptibility tending to decrease as the density of carbides on the
 
grain boundaries increases. The rst case of PWSCC of alloy 600 in a nonsteam generatortube application was reported in 1982. This incident involved PWSCC of an alloy 600 pressurizer heater sleeve [31]. Swelling of a failed electric heater element inside this sleeve was identied as a contributing cause. Subsequent to this occurrence, an increas-ing number of alloy 600 instrument nozzles and heater sleeves in pres-surizers have been detected with PWSCC. Also, increasing numbers of instrument nozzles in reactor coolant system hot legs and steam generator heads have also been detected with PWSCC.
Many of the susceptible nozzles and sleeves have (as of May 2005) been repaired or replaced on a corrective or preventive
 
basis [31].FIG.44.6ALLOY 600 CRACK GROWTH RATE AT 338C PLOTTED VS.HYDROGEN CONCENTRATION [27]FIG.44.7HYDROGEN CONCENTRATION VS.TEMPERA-TURE FOR N2/N2O PHASE TRANSITION,PEAK PWSCC SUSCEPTIBILITY,AND PEAK CRACK GROWTH RATE [28]
ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 6 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥7PWSCC in alloys 182 and 82 weld metals was rst detected inOctober 2000 in a reactor vessel hot leg nozzle weld [32]. This was only a month before the rst detection of PWSCC in a reac-tor vessel head penetration weld, as discussed in para. 44.4.2. 44.4.2RPV Top-Head Penetrations The rst reported occurrence of PWSCC in a PWR reactorvessel application involved a leak from a CRDM nozzle at Bugey 3 in France that was detected during a 10-year inservice inspec-
 
tion program hydrostatic test conducted in 1991 [33]. This initial occurrence, and the occurrences detected during the next few years, involved PWSCC of alloy 600 base material at locations with high residual stresses resulting from fabrication. The high
 
residual stresses were mainly the result of weld-induced defor-mation being imposed on nozzles with cold-worked machined surfaces.
Subsequent to the initial detection of PWSCC in a CRDM nozzle in 1991, increasing numbers of plants detected similar types of PWSCC, typically resulting in small volumes of leak-age and boric acid deposits on the head surface as shown in
 
Fig. 44.8. In 2000, circumferential cracks were detected on the outside diameter of some CRDM nozzles. In 2002, significant wastage of the low-alloy steel Davis-Besse reactor vessel head occurred adjacent to an axial PWSCC crack in an alloy 600 CRDM nozzle. The wastage was attributed to corrosion by boric
 
acid in the leaking primary coolant that concentrated on the vessel head. Figure 44.9 shows a photograph of the corroded surface at Davis-Besse. The Davis-Besse plant was shut down for approximately 2 years for installation of a new head and
 
incorporation of changes to preclude similar corrosion in the future. The NRC issued several bulletins describing these events
 
and requiring utilities to document their inspection plans for this
 
type of cracking [3436]. The cracking discussed above was mainly related to PWSCC ofalloy 600 base materials. Starting in November 2000, some plants found PWSCC primarily in the J-groove weld metal, e.g., in CRDM nozzle-to-vessel alloy 182 J-groove welds [37]. Since that time, several other cases of PWSCC of CRDM nozzle-to-head welds have been detected. Also, detection of PWSCC in alloys 182 and 82 welds appears to be increasing in frequency at other nonreactor vessel locations around the reactor coolant system.
However, the frequency of PWSCC in welds remains lower than in alloy 600 base material. For example, after the detection of
 
PWSCC in the weld metal of a CRDM nozzle at a PWR in the United States in November 2000, and the detection of PWSCC in the alloy 182 weld metal at reactor vessel outlet nozzles in the
 
United States and Sweden in late 2000, EDF inspected 754 welds in 11 replaced reactor vessel heads without detecting any cracks
 
[24]. 44.4.3RPV Nozzle Butt Welds In October 2000, a visual inspection showed a leak from analloys 82/182 butt weld between a low-alloy steel reactor vessel hot-leg outlet nozzle and stainless steel hot-leg pipe at the V.C.
Summer plant. Destructive failure analysis showed that the leak was from a through-wall axial crack in the alloys 82/182 butt weld, as shown in Fig. 44.10. The axial crack arrested when it reached the low-alloy steel nozzle on one side and stainless steel
 
pipe on the other side, since PWSCC does not occur in these materials. The axial crack can propagate into the low-alloy steel and stainless steel by fatigue, but the fatigue crack growth rates will be low due to the small number of fatigue cycles. The destructive examination also showed a short-shallow circumferen-tial crack intersecting the through-wall axial crack that grew through alloy 182 cladding and terminated when it reached the low-alloy steel nozzle base metal. Examination of fabricationFIG.44.8TYPICAL SMALL VOLUME OF LEAKAGE FROM CRDM NOZZLE ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 7 8¥Chapter 44records showed that the leaking butt weld had been extensivelyrepaired during fabrication, including repairs made from the inside surface. Nondestructive examinations of other reactor ves-sel outlet and inlet nozzles at V.C. Summer showed some addi-tional shallow axial cracks.Shortly before the leak was discovered at V.C. Summer, part-depth axial cracks were discovered in alloys 82/182 reactor vessel outlet nozzle butt welds at Ringhals 3 and 4. Some of these cracks were removed and two were left in place to allow a determination of the crack growth rate. The crack growth rate is discussed in
 
para. 44.7.2. In addition to the PWSCC cracks in alloys 82 and 182 weldmetal in reactor vessel CRDM nozzles and inlet and outlet nozzle butt welds, a leak was found from a pressurizer nozzle butt weld at Tsuruga 2 in Japan and a part-depth crack was detected in a hot-leg pressurizer surge line nozzle butt weld at TMI-1. Both of these cases occurred in 2003. Cracks were also detected in alloys
 
82 and 182 cladding in steam generator heads that had been ham-mered and cold worked by a loose part [24]. In the 20052008 time period, the industry has begun imple-menting a massive inspection program for PWSCC in primary coolant loop Alloy 82/182 butt welds (In accordance with Industry Guideline MRP-139 [58]  see Section 44.5.6 below for complete discussion). Considering the temperature sensitivi-ty of the PWSCC phenomenon discussed above, this program
 
started with the highest temperature welds in the system: those at pressurizer nozzles. To date, essentially all pressurizer nozzle dissimilar metal butt welds (typically five or six per plant) have
 
been inspected, mitigated, or both. Approximately 50 nozzles were inspected (many more were mitigated using weld overlays with no pre-inspections), resulting in PWSCC-like indications being detected in nine nozzles, as documented in Table 44.2 below.Through mid-2008, inspections of reactor vessel nozzle buttwelds have not yet been performed; hot leg nozzle inspections under MRP-139 are slated to begin in Fall 2008. Given the above pressurizer nozzle experience, it would not be surprising if at least some welds with PWSCC-like indications are discovered.FIG.44.9LARGE VOLUME OF WASTAGE ON DAVIS-BESSE REACTOR VESSEL HEADFIG.44.10THROUGH-WALL CRACK AND PART-DEPTH CIRCUMFERENTIAL CRACK IN V.C.SUMMER REACTOR VESSEL HOT-LEG OUTLET NOZZLE ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 8 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥944.4.4RPV Bottom-Head Penetrations In 2003, bare metal visual inspections of the reactor vessel bot-tom head at South Texas 1 showed small leaks from two BMI noz-zles, as shown in Fig. 44.11. These leaks were traced to PWSCC cracks in the nozzles that initiated at small regions of lack-of-fusion in the J-groove welds between the nozzles and vessel
 
head [38]. The nozzles were repaired. Examinations of the other BMI nozzles at South Texas 1 showed no additional cracks.
Essentially all other U.S. plants have performed bare metal visual inspections of RPV bottom-head nozzles without any evidence of leaks. At least a dozen U.S. plants have completed volumetric examinations of the BMI nozzles, representing more than 20% of
 
the total population of RPV bottom-head nozzles in the U.S., with no reported cracking. Similarly, no indications of in-service degra-dation have been identied in volumetric inspections of RPV bot-
 
tom-head nozzles performed in other countries. PWSCC of BMI nozzles that operate at the plant cold-leg temperature is generally considered to be less likely than PWSCC at locations operating at hot-leg or pressurizer temperatures. The earlier-than-expectedPWSCC in BMI nozzles at South Texas 1 may be related to a com-bination of high material susceptibility and welding aws.44.5INSPECTION METHODS ANDREQUIREMENTS As a result of the increasing frequency of PWSCC cracks andleaks identied in important PWR reactor vessel alloys 600, 82, and 182 materials since 2000, signicant efforts are in progress by the nuclear industry and the NRC to improve inspection capabilities and develop appropriate long-term inspection requirements. The following summarizes the status of inspection methods and require-
 
ments as of May 2005. It is recommended that users check with the
 
NRC and industry programs to remain abreast of the latest changes
 
in inspection methods and requirements. 44.5.1Visual Inspections Bare metal visual inspections have proven to be an effectiveway of detecting very small leaks, as shown by Figs. 44.8 and 44.11, and, therefore, should play an important role in any inspec-tion program. A key prerequisite for these inspections is that the surface should be free of preexisting boric acid deposits from other sources, because the presence of preexisting boric acid deposits can mask the small volumes of deposits shown in Figs. 44.8 and 44.11. Visual inspections with insulation in place can provide a useful backup to bare metal visual inspections but will be inca-pable of detecting small volumes of leakage, as shown in Figs.
44.8and 44.11. In many cases, it has been necessary to modify insulation pack-ages on the vessel top and bottom heads to facilitate performing
 
bare metal visual inspections. As of May 2005, most of these modications have been completed for PWR plants in the United
 
States. ASME Code Case N-722, Additional Examinations for PWRPressure-Retaining Welds in Class 1 Components Fabricated with Alloys 600/82/182 Materials, Section XI, Division 1, was approved in 2005 to provide for increased visual inspections of
 
potentially susceptible welds for boric acid leakage. TABLE 44.2CRACKING INDICATIONS DETECTED IN REACTOR COOLANT LOOP ALLOY 82/182 BUTT WELDS,2005 THROUGH MID-2008Inspection Type ofIndication  OD Indicationa / l / PlantDateNozzleIndicationDepth (a, in)Length (l, in)thicknesscircumferenceCalvert Cliffs 22005CL DrainCirc0.0560.62810%10%Calvert Cliffs 22005HL DrainAxial0.3920.00070%0%
DC Cook2005SafetyAxial1.2320.00088%0%
Calvert Cliffs 12006HL DrainCirc0.1000.45019%5%
Calvert Cliffs 12006ReliefAxial0.1000.0008%0%
Calvert Cliffs 12006SurgeCirc0.4002.40025%6%
Davis Besse2006CL DrainAxial0.0560.0007%0%
San Onofre 22006SafetyAxial0.4200.00030%0%
San Onofre 22006SafetyAxial0.4200.00030%0%
Wolf Creek2006ReliefCirc0.34011.50025.8%46%
Wolf Creek2006SafetyCirc0.2972.50022.5%10%
Wolf Creek2006SurgeCirc0.4658.75032.1%19%
Farley 22007SurgeCirc0.5003.00033%6%
Davis Besse2008AxialCrystal River 32008CircFIG.44.11LEAK FROM SOUTH TEXAS 1 BMI NOZZLE ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 9 10¥Chapter 4444.5.2Nondestructive Examinations Technology exists as of May 2005 to nondestructively examineall of the alloys 600, 82, and 182 locations in the reactor vessel. Partial penetration nozzles (CRDM, CEDM, ICI) are typicallyexamined using one of two methods. The nozzle base metal can be examined volumetrically from the inside surface by ultrasonics
 
to conrm that the nozzle base material is free of internal axial or circumferential cracks. Alternatively, the wetted surfaces of the alloy 600 base metal and alloys 82 and 182 weld metal can be examined by eddy current probes to ensure that there are no sur-face cracks. If there are no surface cracks on wetted alloy 600 sur-faces, then it can be inferred that there will also be no internal cracks. Nozzles in the reactor vessel top head can be examined
 
when the head is on the storage stand during refueling. Nozzles in the reactor vessel bottom head can be examined ultrasonically or by eddy current when the lower internals are removed from the vessel during a 10-year in-service inspection outage. In some cases, the inside surfaces of BMI instrument nozzles can be examined by tooling inserted through holes in the lower internals. Reactor vessel inlet and outlet nozzle butt welds are normallyinspected ultrasonically from the inside surface using automated
 
equipment. These inspections are typically performed during 10-year in-service inspection outages when the lower internals are removed from the reactor vessel. Eddy current methods are also being used in some cases for examining the inside surfaces of these welds for cracks, although eddy current inspection sensitivi-ty is a function of the condition of the weld surface. For example, discontinuities in the weld prole can cause the eddy current probes to lift off of the surface being examined and, thereby, adversely affect the inspection sensitivity. CRDM nozzle butt welds can be examined from the outsidesurface by standard ultrasonic methods. A key to obtaining good nondestructive examinations is to have the process and the operators qualied on mockups containing prototypical axial and circumferential aws. The EPRI NDE Center in Charlotte, NC, is coordinating qualication efforts for
 
inspection methods and inspectors in the United States. 44.5.3ASME BPVC Reactor Vessel InspectionRequirements ASME BPVC Section XI species inservice inspection require-ments for operating nuclear power plants in the United States.
 
Portions of these requirements that apply to PWSCC susceptible components in the RPV are summarized as follows:(a)Table IWB-2500-1, Examination Category B-P, requires aVT-2 visual examination of the reactor vessel pressure-retaining boundary during the system leak test after every
 
refueling outage. No leakage is permitted. (b)Table IWB-2500-1, Examination Category B-O, requires that 10% of the CRDM nozzle-to-ange welds be inspected by volumetric or surface methods each inspection interval. (c)Table IWB-2500-1, Examination Category B-N-1, requiresthat attachment welds to the inside surface of the reactor vessel be examined visually each inspection interval. Welds in the beltline region must be inspected by VT-1 methods while welds outside the beltline region must be inspected by VT-3 methods. (d)Table IWB-2500-1, Examination Category B-F, speciesexamination requirements for dissimilar metal welds in reactor vessels. Nozzle-tosafe end socket welds must be examined by surface methods every inspection interval.
Nozzle-to-safe end butt welds less than NPS 4 must be exam-ined by surface methods every inspection interval. Nozzle-to-safe end butt welds NPS 4 and larger must be examined by volumetric and surface examination methods every inspection interval. Some deferrals of these inspections are permitted. (e)As of May 2005, the ASME Code did not require nonde-structive examination of the partial penetration welds for the CRDM and BMI nozzles. However, Code Case N-729-1
[63] was published later in 2005 that contained alternative examination requirements for PWR closure heads with noz-zles having pressure-retaining partial-penetration welds.
This Code Case included visual, surface and volumetric examinations for PWR closure heads with Alloy 600 noz-zles and Alloy 82/182 partial-penetration welds at inspec-tion intervals that are based on the temperature dependence
 
of the PWSCC phenomenon described in para. 44.3.4.
(Since RPV closure heads operate at varying temperatures, there are signicant head-to-head temperature differences
 
between plants.) Code Case N-729-1 also contains inspec-
 
tion requirements for PWR closure head with nozzles and
 
partial-penetration welds of PWSCC resistant materials to address new and replacement heads.(f)As noted in para. 44.5.1, Code Case N-722 [64] for visualinspections of alloys 82/182 welds was approved in 2005. (g)As of May 2008, the ASME Code is working on a new Section XI Code Case that contains alternate inspection requirements Alloys 82/182 welds butt welds. ASME Code actions are also in progress addressing various repair and
 
mitigation options for dealing with PWSCC. These are discussed below in para. 44.9.44.5.4NRC Inspection Requirements for RPV Top-Head Nozzles Subsequent to the discovery of signicant corrosion to theDavis-Besse reactor vessel head, the NRC issued NRC Order
 
EA-03-009 [39]. This order species inspection requirements for RPV head nozzles based on the effective degradation years of operation. Effective degradation years (EDYs) are the effective full-power years (EFPYs) adjusted to a common 600F tempera-ture using an activation energy model. For plants with 600F headtemperatures, the EDYs are the same as the EFPYs. For plants
 
with head temperatures, greater than 600F, the EDYs are greaterthan the EFPYs. For plants with head temperatures less than
 
600F, the EDYs are less than the EFPYs. The NRC orderspecies two types of inspections: (a)bare metal visual inspections of the RPV head surface including 360around each RPV head penetration nozzle (b)nondestructive examinations of the RPV nozzles by one ofthe two following methods: (1)ultrasonic testing of each RPV head penetration nozzle(i.e., base metal material) from 2 in. above the J-groove
 
weld to the bottom of the nozzle plus an assessment to
 
determine if leakage has occurred through the interfer-
 
ence t zone (2)eddy current testing or dye penetrant testing of the wettedsurface of each J-groove weld and RPV head penetration nozzle base material to at least 2 in. above the J-groove weld The rst of the nondestructive examinations is to show that there are no axial or circumferential cracks in the nozzle base ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 10 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥11metal or leak paths past the J-groove weld. The second of thenondestructive examinations is to show that there are no axial or
 
circumferential cracks in the nozzle base metal by conrming the absence of surface breaking indications on the nozzle and weld wetted surfaces. The order species inspection intervals for three categories ofplants: high susceptibility plants with greater than 12 EDY or where PWSCC cracks have already been detected, moderate sus-ceptibility plants less than or equal to 12 EDY and greater than or equal to 8 EDY, and low susceptibility plants with less than 8 EDY. As of June 2008, the U.S. NRC is expected shortly to transition the requirements for inspection of RPV top-head nozzles based on
 
NRC Order EA-03-009 [39] to a set based on ASME Code Case N-729-1 [63], with caveats. The inspection schedules in this code
 
case are generally based on the RIY (reinspection years) concept, which normalizes operating time between inspections for the effect of head operating temperature using the thermal activation energy appropriate to crack growth in thick-wall alloy 600 material
 
(31 kcal/mol (130 kJ/mol)). The basis for this approach to nor-malizing for the effect of head temperature is that the time for a aw just below detectable size to grow to through-wall (and leak-age) is dependent on the crack growth process. The requirements in ASME Code Case N-729-1 [63] were developed by ASME, with extensive technical input provided by a U.S. industry group (Materials Reliability Program) managed by EPRI [68].44.5.5NRC Inspection Requirements for RPV BMI Nozzles NRC Bulletin 2003-02, Leakage from Reactor Pressure VesselLower Head Penetrations and Reactor Coolant Pressure Boundary Integrity
[40], summarizes the leakage from BMI noz-zles at South Texas 1 and requires utilities to describe the results of BMI nozzle inspections that have been performed at their plants in the past and that will be performed during the next and following refueling outages. If it is not possible to perform bare metal visual examinations, utilities should describe actions that are being made to allow bare metal visual inspections during sub-
 
sequent outages. If no plans are being made for bare metal visual or nonvisual surface or volumetric examinations, then utilities must provide the bases for concluding that the inspections that have been performed will ensure that applicable regulatory
 
requirements are met and will continue to be met. On September 5, 2003, the NRC issued Temporary Instruction 2515/152 [41],
which provides guidance for NRC staff in reviewing utility sub-mittals relative to Bulletin 2003-02. While the Temporary
 
Instruction does not represent NRC requirements, it does indicate the type of information that the NRC is expecting to receive in response to the bulletin. 44.5.6Industry Inspection Requirements forDissimilar Metal Butt Welds The industry in the United States has developed a set of manda-tory inspection guidelines for PWSCC susceptible. Alloy 82/182 butt welds, which are documented in the report MRP-139 [58].
MRP-139 denes examination requirements in terms of categories
 
of weldments that are based on 1) the IGSCC resistance of the
 
materials in the original weldment, 2) whether or not mitigation
 
has been performed on the original weldment, 3) whether or not a pre-mitigation UT examination has been performed, 4) the exis-
 
tence (or not) of cracking in the original weldment, and 5) the likelihood of undetected cracking in the original weldment. The categories range from A through K, with the higher letter categories requiring augmented inspection intervals and/or samplesize. Category A is the lowest category, consisting of piping that has been replaced (or originally fabricated) with PWSCC resistant
 
material. These weldments are to be inspected at their normal ASME Code frequency, as dened in ASME Section XI, Table IWB-2500-1. Category D refers to unmitigated PWSCC suscepti-ble weld in high temperature locations (e.g. pressurizer or hot leg
 
nozzles). These require an early initial inspection (before end of 2008 for pressurizer nozzles and before 2010 for hot leg nozzles),
followed by more frequent inspections if they are not treated with some form of mitigation. Other categories (thru Category K) address susceptible welds that have been mitigated (B and C),
welds that have been inspected and found cracked, with or with-
 
out mitigation, and welds for which geometric or material condi-tions limit volumetric inspectability. For the latter group, by the time the examination is due, plant owners are required to have a
 
plan in place to address either the susceptibility of the weld or the
 
inspectability of the weld.
At the time of this writing, inspections are well under theMRP-139 guidelines are well underway in U.S. plants. Essentially all pressurizer nozzles have been inspected and or mitigated, and
 
plans are in place to perform the other initial inspections required
 
by MRP-169. Plans include mitigation of most susceptible weld-ments in high temperature locations, thus moving the weldments into Categories A, B or C. Work is also currently underway to develop an ASME Section XI Code Case (N-790, alternative examination requirements for PWSCC pressure-retaining butt welds in PWRs) which will eventually replace MRP-139 and place the augmented examination requirements for PWSCC sus-ceptible butt welds back under the ASME Section XI Code.44.6SAFETY CONSIDERATIONS 44.6.1Small Leaks Small leaks due to axial cracks such as shown in Figs. 44.8 and44.11 do not pose signicant safety risk. The leak rates are low enough that the leaking primary coolant water will quickly evapo-rate leaving behind a residue of dry boric acid. Most of the leaks detected to date have resulted in these relatively benign condi-tions. As shown in the gures, very small leaks are easily detected by visual inspections of the bare metal surfaces provided that the surfaces are free from boric acid deposits from other sources. One explanation for the extremely low leak rates is that short tight
 
PWSCC cracks can become plugged with crud in the primary coolant, thereby preventing leakage under normal operating con-
 
ditions. It is hypothesized that distortions, which occur during plant transients, allow small amounts of leakage through the crack before it becomes plugged again. Regardless, these small leaks do
 
not pose a signicant safety concern.44.6.2Rupture of Critical Size Flaws Initially, leaking RPV top-head nozzles were thought to beexclusively the result of axial cracks in the nozzles, and it was thus believed that they did not represent a signicant safety con-cern. However, as more examinations were performed, ndings
 
arose that called this hypothesis into question. (a)Relatively long circumferential cracks were observed in twonozzles in the Oconee Unit 2 RPV head, and several other plants also discovered shorter circumferentially oriented
 
cracks. ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 11 12¥Chapter 44(b)Circumferential NDE indications were discovered in theNorth Anna Unit 2 head in nozzles that showed no apparent
 
signs of boric acid deposits due to leakage.
Figure 44.12 presents a schematic of a top-head CRDM nozzleand J-groove weld and the nature of the cracking that has been observed. There is some uncertainty as to whether circumferential cracks arise as a result of axial cracks growing through the weld or nozzle and causing leakage into the annular region between the
 
nozzle and head, ultimately leading to reinitiation of circumferen-tial cracking on the outside surface of the tube, or if they are due to the axial cracks branching and reorienting themselves in a
 
circumferential direction, as depicted on the right-hand side of Fig. 44.12. A destructive examination program has been per-formed on several of the North Anna Unit 2 nozzles, indicating that the circumferential nozzle defects found there were in fact the result of grinding during fabrication rather than service-related cracking. Nevertheless, the occurrence of circumferential crack-ing adds a new safety perspective to the RPV top-head nozzle
 
cracking problem, because of the potential for such cracks to grow to a critical length and ultimately lead to ejection of a nozzle from the vessel, although a large circumferential aw covering more than 90% of the wall cross section is typically calculated for nozzle ejection to occur because of the relatively thick wall typical
 
of RPV top-head nozzles.
PWSCC in PWR RPV inlet/outlet nozzles could also potentiallydevelop circumferentially oriented aws, which could lead to pipe rupture. To date, observed cracking has been primarily axial with only very small circumferential components. With time, however, PWSCC in large piping butt welds might be expected to follow
 
trends similar to the IGSCC cracking issue in BWRs [42]. In the
 
BWR case, cracking and leakage were initially seen only as axial-ly oriented cracks in smaller diameter piping. With time, however, axial and circumferential cracking were observed in pipe sizes up to and including the largest diameter pipes in the system.
Considering the potential existence of weld repairs during initial
 
construction of the plants and the associated high residual stresses that they produce in both axial and circumferential directions, signicant circumferential cracking may eventually be observed in large-diameter PWR pipe-to-nozzle butt welds.
Because of the concern for PWSCC in PWR piping dissimilarmetal butt welds, methods for predicting the critical crack size for rupture in such welds have received recent attention [59]. Axial PWSCC aws in these welds are limited to the width of the alloy
 
82/182/132 weld material. Experience has conrmed that the PWSCC cracks arrest when they reach the PWSCC-resistant low-alloy steel and stainless steel materials [50]. Therefore, the maxi-mum axial crack lengths are limited to a few inches at most (much less than the critical axial aw length), except for the small number of cases involving alloy 600 safe ends or alloy 600
 
pipe/tube (CRDM and BMI nozzles), where axial cracks initiating in the weld could potentially propagate into the alloy 600 base
 
metal. Thus, critical crack size calculations for PWR piping dis-similar metal butt welds typically assume one or more circumfer-entially oriented PWSCC aws.In 2007, EPRI sponsored a detailed investigation of the growthof circumferential PWSCC aws in PWR pressurizer nozzle dis-similar metal butt welds [59]. Using nite-element methods, this study examined the effect of an arbitrary crack prole on crack growth and subsequent crack stability and leak rate versus the
 
standard assumption of a semi-elliptical crack prole. The crack stability (i.e., critical crack size) modeling of the EPRI study was
 
based on a standard limit load (i.e., net section collapse)
 
approach as applied to an arbitrary crack prole around the weld circumference [65]. The potential for an EPFM failure mode was considered using a Z-factor approach specic to piping dissimilar metal welds [66]. Finally, the role of secondary piping thermal constraint stresses in the rupture process was investigated on the basis of available experimental pipe rupture data [67], elastic-
 
plastic nite-element analyses of a pipe with an idealized through-thickness crack [59], and pressurizer surge line piping models applied to evaluate the maximum capacity of the secondary loads to produce rotation at a cracked pressurizer surge nozzle [59].44.6.3Boric Acid Wastage Due to Larger Leaks Small concentrations of boron are added to the primary coolantwater in PWR plants in the form of boric acid to aid in controlling core reactivity. At the start of an operating cycle with new fuel, the boron concentration is typically about 2,000 ppm or less. The concentration of boron is reduced with fuel burnup to about 0 ppm at the end of an operating cycle when fuel is ready to be replaced. Work by EPRI and others to determine the probable rate of corrosion of low-alloy steel by boric acid is documented in the
 
EPRI Boric Acid Corrosion Guidebook [43]. This document shows that the corrosion rate of low-alloy steel by deareated pri-mary coolant (inside the pressure vessel and piping) with 2,000 ppm boron is negligible. The corrosion rate for low concentration (2,000 ppm) aerated boric acid is also very low. However, when high-temperature borated water leaks onto a hot surface, the water can boil off leaving concentrated aerated boric acid. The corro-sion rate of low-alloy steel by hot concentrated aerated boric acid
 
can be as high as 10 in./year under some conditions. As evidenced by the signicant volume of material corrodedfrom the Davis-Besse reactor vessel head, boric acid corrosion
 
has the potential to create signicant safety risk. Figure 44.13 shows cross-section and plan views of the corroded region of the Davis-Besse head shown in Fig. 44.9. As indicated, a large vol-ume of the low-alloy head material was corroded, leaving the stainless steel cladding on the inside of the vessel head to resist the internal pressure. Part-depth cracks were discovered in the
 
unsupported section of cladding. FIG.44.12SCHEMATIC OF RPV TOP-HEAD NOZZLEGEOMETRY AND NATURE OF OBSERVED CRACKING ASME_Ch44_p001-026.qxd  12/19/09  7:36 AM  Page 12 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥13Based on available evidence, it was determined that the leakage that caused the corrosion had been occurring for at least 6 years.
While it was known that boric acid deposits were accumulating on the vessel top head surface, the utility attributed the accumula-tions to leakage from spiral-wound gaskets at the anged joints
 
between the CRDM nozzles and the CRDMs. The accumulations of boric acid had not been removed due to poor access to the enclosed plenum between the top of the vessel head and the bot-tom of the insulation, as shown in Fig. 44.14. The transition from relatively benign conditions, such as shownin Figs. 44.8 and 44.11, to severe conditions, which created the cav-ity shown in Figs. 44.9 and 44.13, is believed to be a function of the
 
leakage rate. A PWSCC crack that rst breaks through the nozzle wall or weld will initially be small (short), resulting in a low leak rate. It is believed that the small leak rate will not lower the metal surface temperature enough to allow liquid conditions to exist. As the crack grows in length above the J-groove weld, the leak rate is expected to increase to the point where boric acid on the surface near the leak remains moist or where the leaking borated water locally cools the low-alloy steel material to the point where the sur-face will remain wetted and allow boric acid to concentrate.
Preliminary models of these conditions have been developed, and test work was started by EPRI in 2004 to more accurately deter-
 
mine the conditions where the leakage produces wetted conditions
 
that can cause high boric acid corrosion rates and where the leakage
 
results in essentially benign dry boric acid deposits. Conditions such as occurred at Davis-Besse can be prevented bya three-step approach. Firstly, perform nondestructive examinations of the nozzles frequently enough to catch PWSCC cracks beforethey grow through wall. Secondly, clean the external surfaces of preexisting boric acid deposits from other sources and perform bare metal visual inspections at frequent enough intervals to detect leaks at an early benign stage. Thirdly, if the risk is believed high orFIG.44.13PLAN AND CROSS-SECTION THROUGH CORRODED PART OFDAVIS-BESSE REACTOR VESSEL HEADFIG.44.14CROSS-SECTION THROUGH DAVIS-BESSE REACTOR VESSEL HEAD ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 13 14¥Chapter 44inspections are difcult or costly, replace the susceptible parts or apply a remedial measure to reduce the risk of PWSCC leaks. 44.7DEGRADATION PREDICTIONS 44.7.1Crack Initiation Initiation of PWSCC in laboratory test samples and in PWRsteam generator tubing has been found to follow standard statisti-cal distributions such as Weibull and log-normal distributions
[4447]. These distributions have been widely used for modeling
 
and predicting the occurrence of PWSCC in PWRs since about
 
1988, and continue to be used for this purpose.The parameters of a statistical distribution used to model agiven mode of PWSCC, such as axial cracks in CRDM nozzles, only apply to the homogeneous set of similar items that are exposed to the same environmental and stress conditions, and only to the given crack orientation being modeled. For example, axial and circumferential cracking are modeled separately since the stresses acting on the two crack orientations are different. In general, two parameter Weibull or log-normal models are used to model and predict the future occurrence of PWSCC. An initia-tion time, which sometimes is used as a third parameter, is not gen-
 
erally modeled, because use of a third parameter has been found to result in too much exibility and uncertainty in the predictions.
PWSCC predictions are most reliable when the mode of crack-ing is well developed with results for detected cracking available
 
for three or more inspections. In this situation, the tted parameters
 
to the inspection data are used to project into the future. When no
 
cracking has been detected in a plant, rough predictions can still be developed using industry data. This is generally done using a two-step process. The rst step involves developing a statistical distribu-tion of times to occurrence of PWSCC at a selected threshold level (such as 0.1%) for a set of plants with similar designs. Data for plants with different temperatures are adjusted to a common tem-perature using the Arrhenius equation (see Table 44.1). The distrib-ution of times to the threshold level is used to determine a best esti-mate time for the plant being modeled to develop PWSCC at that threshold level. Techniques are available to adjust the prediction to
 
account for the time already passed at the plant without detecting the mode being evaluated. Once the best estimate time for occur-rence at the threshold level is determined, future cracking is pro-jected from that point forward using the median rate of increase (Weibull slope or log-normal standard deviation) in the industry for the mode of PWSCC being evaluated. 44.7.2Crack Growth Numerous PWSCC crack growth studies have been performedon thick-wall alloy 600 material in PWR environments at test tem-
 
peratures that span the range of typical PWR operating tempera-tures. In 2002, these tests were reviewed and summarized under
 
sponsorship of EPRI [26,48]. The EPRI study (MRP-55) conclud-ed that PWSCC crack growth rates for thick-wall alloy 600 base metal behave in accordance with the following relationship:
wherecrack growth rate at temperature T in m/sec (or in./hr)
Q gthermal activation energy for crack growth 130 kJ/mole (31.0 kcal/mole) a..a=exp c-Q g R a 1 T-1 T ref bd a (K-K th)b R universal gas constant 8.314 103 kJ/mole ¥ K (1.103 103 kcal/mole ¥ R)
T absolute operating temperature at location of crack, K (or R)Trefabsolute reference temperature used to normalize data 325C 598.15 K (617F 1076.67 R) crack growth amplitude K crack tip stress intensity factor, Mpa m (or ksi in)K thcrack tip stress intensity factor threshold 9 Mpa m (8.19 ksi in) exponent 1.16Temperature dependence is modeled in this crack growth rate equation via an Arrhenius-type relationship using the aforemen-tioned activation energy of 31 kcal/mole. The stress intensity factor dependence is of power law form with exponent 1.16.
Figure 44.15 presents the distribution of the coefcient () in thepower law relationship at constant temperature (617F). The datain this gure exhibit considerable scatter, with the highest and lowest data points deviating by more than an order of magnitude from the mean. The 75th percentile curve (see Figure 44.15a) was recommended for use in deterministic crack growth analyses
[26,48], and this curve is now included in Section XI for disposi-tion of PWSCC aws in RPV top-head nozzles. In addition, prob-abilistic crack growth rate studies have been performed of top head nozzles using the complete distribution [49]. An additional factor of 2 has been applied to the 75th percentile value when analyzing crack growth exposed to leakage in the annular gap between the nozzle and the head, to allow for possible abnormal water chemistry conditions that might exist there [26,48]. Similar crack growth rate testing has been conducted foralloys 82 and 182 weld metals. The weld metal crack growth data are sparser and exhibit similar statistical variability. A review of weld metal PWSCC crack growth data has also been
 
completed under EPRI sponsorship [61,62]. This study (MRP-115) showed that Alloy 182/132 weld metal crack growth obeys a similar relationship to that shown above for alloy 600 base metal, but with crack growth rates about four times higher than the alloy 600 curve for stress intensity factors greater than about 20 ksi in (see Figure 44.15a). Similar to the heat-by-heat analy-sis for the wrought material, a weld-by-weld analysis was per-formed on the available worldwide laboratory crack growth rate
 
data for the weld materials (see Figure 44.15b). The EPRI study (MRP-115) concluded that PWSCC crack growth rates for alloy 82/182/132 weld metal behave in accordance with the following relationship, where no credit for a stress intensity factor thresh-old greater than zero was taken because of insufficient data on
 
this parameter:
where:crack growth rate at temperature T in m/s (or in/h)
Q gthermal activation energy for crack growth130 kJ/mole (31.0 kcal/mole)
Runiversal gas constant8.314 103 kJ/mole-K (1.103 103 kcal/mole-R)
Tabsolute operating temperature at location of crack, K (or R)a..a=exp c-Q g R a 1 T-1 T ref bd a f alloy f orient K b ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 14 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥15 Trefabsolute reference temperature used to normalize data598.15 K (1076.67R)power-law constant1.5 1012at 325C for in units of m/s and K inunits of MPa  m (2.47 107at 617F for in units of in/h and K in units of ksi  in)f alloy1.0 for Alloy 182 or 132 and 1/2.6 0.385 for Alloy 82 f orient1.0 except 0.5 for crack propagation that is clearly perpendicular to the dendrite solidication direction Kcrack-tip stress intensity factor, MPa m (or ksi in)exponent1.6Deterministic crack growth rate predictions have been per-formed for axial and circumferential cracking in RPV top- and bottom-head nozzles and in large-diameter butt welds [49,50].
Welding residual stresses are a primary factor contributing to crack growth in all these analyses. Stress intensity factors versus
 
crack size, considering residual stresses plus operating pressure
 
and thermal stresses are rst computed in these studies. These are a.a.then inserted into the appropriate crack growth relationship (alloy 600, 82, or 182) at the component operating temperature and inte-grated with time to predict crack size versus operating time at the
 
applicable temperature. Figure 44.16 shows typical crack growth predictions for a cir-cumferential crack in a steep angle RPV top-head (CRDM) noz-zle. (Nozzles in the outer rings of vessel heads having the steepest angles between the nozzle and the head have been found to be controlling in terms of predicted growth rates for circumferential
 
cracks). The analysis depicted in Fig. 44.16 assumed a through-wall, 30of circumference crack in the most limiting azimuthallocation of the nozzle at time zero, and predicted the operating time for it to grow to a size that would violate ASME Section XI aw evaluation margins with respect to nozzle ejection (~300). It isseen that, even for relatively high RPV temperatures, operating times on the order of 8 years or greater are predicted for circumfer-ential nozzle cracks to propagate to a size that would violate ASME Section XI safety margins.Figure 44.17 shows similar crack growth predictions for apostulated circumferential crack in a large-diameter nozzle butt weld. Stress intensity factors were computed in this analysis forFIGURE 44.15ADETERMINISTIC CRACK GROWTH RATE CURVES FOR THICK-WALL ALLOY 600 WROUGHT MATERIAL AND FOR ALLOY 182/132 AND ALLOY 82 WELD MATERIALS [61,62]FIGURE 44.15BLOG-NORMAL FIT TO 19 WELD FACTORS FOR SCREENED MRP DATABASE OF CGR DATA FOR ALLOY 82/182/132 [61,62]
ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 15 16¥Chapter 44a 6-to-1 aspect ratio crack in a large-diameter RPV inlet/outletnozzle, ranging in depths from 0.1 in. to 2.2 in. The nozzle was conservatively assumed to have a large, inside surface repair, and the crack was assumed to reside in the center of that repair (i.e., in the most unfavorable residual stress region of the weld).
The predicted crack growth in this case is fairly rapid for a typi-
 
cal outlet nozzle temperature, 602F, propagating to 75%through-wall (the upper bound of ASME Section XI allowable aw sizes in piping) in about 3 years. Conversely, if no weldrepair were assumed, little or no crack growth would be predict-ed over the plant lifetime. For this same crack, including the effect of the repair, the predicted time for a 0.1 in. deep crack to grow to 75% through-wall at a typical inlet nozzle temperature
 
(555F) is about 11 years. The strong effect of operating temperature is apparent in bothcrack growth analyses. The outlet nozzle analysis also demon-strates the detrimental effect of weld repairs that were performed
 
during construction at some plants. FIG.44.17CRACK GROWTH RATE PREDICTIONS FOR CIRCUMFERENTIALCRACKS IN RPV MAIN COOLANT LOOP DISSIMILAR METAL NOZZLE BUTT WELD AT OPERATING TEMPERATURES TYPICAL OF REACTOR INLET AND OUTLET NOZZLES INITIAL CRACK ASSUMPTION 0.10.6INSIDESURFACE CRACK AT MAXIMUM STRESS AZIMUTH IN NOZZLE WITH ASSUMED INSIDE SURFACE FIELD REPAIR.FIG.44.16CRACK GROWTH RATE PREDICTIONS FOR CIRCUMFER-ENTIALCRACKS IN RPV TOP-HEAD NOZZLE AT VARIOUS ASSUMED OPERATING TEMPERATURES INITIAL CRACK ASSUMPTION 30THROUGH-WALLCRACK AT MAXIMUM STRESS AZIMUTH IN HIGH ANGLE NOZZLE.
ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 16 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥1744.7.3Probabilistic Analysis Because of the large degree of statistical scatter in both thecrack initiation and crack growth behavior of PWSCC in alloy
 
600 base metal and associated weld metals, probabilistic fracture mechanics (PFM) analyses have been used to characterize the phenomenon in terms of the probabilities of leakage and failure
 
[49] for RPV top head nozzles. The analysis incorporates the fol-lowing major elements:(a)computation of applied stress intensity factors for circum-ferential cracks in various nozzle geometries as a function
 
of crack length and stresses (b)determination of critical circumferential aw sizes for noz-zle failure (c)an empirical (Weibull) analysis of the probability of nozzle cracking or leakage as a function of operating time and tem-
 
perature of the RPV head(d)statistical analysis of PWSCC crack growth rates in thePWR primary water environment as a function of applied stress intensity factor and service temperature (e)modeling of the effects of inspections, including inspectiontype, frequency, and effectivenessA series of PFM analysis results is presented in [49], which cov-ers a wide variety of conditions and assumptions. These include base cases, with and without inspections, and sensitivity studies to evaluate the effects of various statistical and deterministic assump-tions. The model was benchmarked with respect to eld experience, considering the occurrence of cracking and leakage and of circum-ferential cracks of various sizes. The benchmarked parameters were then used to evaluate the effects of various assumed inspection pro-grams on probability of nozzle failure and leakage in actual plants.
 
A sample of the results is presented in Figs. 44.18 and 44.19. Figure 44.18 shows the effect of inspections on probability ofnozzle failure (Net Section Collapse, or ejection of a nozzle) for head operating temperatures ranging from 580F to 600F. A no-inspection curve is shown for each temperature. Runs were then
 
made assuming NDE inspections of the nozzles. Inspections were assumed to be performed at intervals related to head operating tem-
 
perature (more frequent inspections for higher head temperatures,FIG.44.18PROBABILITY OF NOZZLE FAILURE (NSC) AS A FUNCTION OFVARIATIONS IN TOP-HEAD TEMPERATURE AND INSPECTION INTERVALSFIG.44.19PROBABILITY OF NOZZLE LEAKAGE AS A FUNCTION OF VARIATIONS IN TOP-HEAD TEMPERATURE AND INSPECTION INTERVALS ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 17 18¥Chapter 44less frequent for lower temperatures). It is seen from the gurethat the assumed inspection regimen is sufcient to maintain the nozzle failure probability (per plant year) below a generally accepted target value of 1 103 for loss of coolant accidents due to nozzle ejection. Figure 44.19 shows similar results for the probability of leak-age from a top-head nozzle. It is seen from this gure that the same assumed inspection regimen maintains the probability of
 
leakage at or about 6% for the cases analyzed. Analyses similar to those reported in Figs. 44.18 and 44.19 have been used, in conjunc-
 
tion with deterministic analyses, to dene an industry-recommended inspection and corrective action program for PWR top heads thatresults in acceptable probabilities of leakage and failure. This work also constituted the basis for the inspection requirements
 
incorporated in ASME Code Case N-729-1 [63].Similar probabilistic analyses have been performed for PWSCCsusceptible butt welds in pressurizer nozzles, as part of the effort
 
documented in MRP-216 [59]. Analyses established the current expected aw distribution based on pressurizer nozzle DMW inspections to date, (Table 44.1), estimates were made of the prob-ability of cracking versus aw size, and of crack growth rate ver-sus time. A plot of the aw indications found to date, in terms of crack length as percentage of circumference (abscissa) versus crack depth as percentage of wall thickness (ordinate) is illustrated in Figure 44.19a. Axial indications plot along the vertical axis (l/circumference = 0) in this plot, with leaking aws plotted at a/t
= 100%. Circumferential indications plot at non-zero values of
 
l/circumference, at the appropriate a/t. Clean inspections are plot-ted randomly in a 10% box near the origin, to give some indication of inspection uncertainty. Also shown on this plot are loci of criti-cal aw sizes based on an evaluation of critical aw sizes present-ed in Ref. [59]. 50th and 99.9th percentile plots are shown. It isseen from this gure that all of the aw indications detected werefar short of the sizes needed to cause a rupture. The probabilistic analysis also addressed the small but nite probability that larger aws may exist in uninspected nozzles, plus the potential for crack growth during future operating time until all the nozzles are
 
inspected (or mitigated) under MRP-139 [58] guidelines.44.8 REPAIRS When cracking or leakage is detected in operating nuclearpower plant pressure boundary components, including the reactor vessel, repair or replacement may be performed in accordance
 
with ASME BPVC Section XI [51]. Section XI species that the aws must be removed or reduced to an acceptable size in accor-dance with Code-accepted procedures. For PWSCC in RPV alloy 600 components, several approaches have been used. 44.8.1Flaw Removal For relatively shallow or minor cracking, aws may beremoved by minor machining or grinding. This approach is per-mitted by the ASME Code to eliminate aws and return the com-ponent to ASME Code compliance. However, this approach gen-
 
erally does not eliminate the underlying cause of the cracking.
There will still be susceptible material exposed to the PWR envi-ronment that caused the cracking originally, and in some cases the susceptibility might be aggravated by surface residual stresses caused by the machining or grinding process. Simple aw removal is thus not considered to be a long-term repair, unless combined with some other form of mitigation. However, in the short term, for example, where future component replacement is
 
planned, it may be a viable approach for interim operation.FIGURE 44.19APRESSURIZER DISSIMILAR METAL BUTT WELD FLAW INDICATIONSCOMPARED TO CRITICAL FLAW SIZE PROBABILITY ESTIMATES ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 18 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥1944.8.2Flaw Embedment Surface aws are much more signicant than embedded awsfrom a PWSCC perspective, because they continue to be exposed to the PWR primary water environment that caused the crack and that can lead to continued PWSCC aw growth after initiation.
Accordingly, one form of repair is to embed the aw under a PWSCC-resistant material. Figure 44.20 shows an embedment approach used by one vendor to repair PWSCC cracks or leaks in
 
top-head nozzles and welds. The PWSCC-susceptible material, shown as the cross-hatched region in the gure, is assumed to be entirely cracked (or just about to crack). PWSCC-resistant material, typically alloy 52 weld metal, is deposited over the susceptible material. The assumed crack is shown to satisfy all ASME BPVC Section XI aw evaluation requirements, in the absence of any growth due to PWSCC, since the crack is completely isolated from the PWR environment by the resistant material. Note that the resistant material in this repair must overlap the susceptible material by enough length in all directions to preclude new cracks growing around the repair and causing the original crack to be reexposed to the PWR environment. Although this repair approach has been used successfully in several plants, there have been many incidents in which nozzles repaired by this approach during one refueling outage have been found to be leaking at the subsequent outage. These occurrences were attributed to lack of sufcient overlap of the repair, because it is sometimes difcult to distinguish the exact point at which the susceptible material ends (for instance the end of the J-groove weld butter and the begin-
 
ning of the RPV cladding in Fig. 44.20).44.8.3Weld Overlay Another form of repair that has been used extensively to repaircracked and leaking pipe welds is the weld overlay (WOL).
Illustrated schematically in Fig. 44.21, WOLs were rst con-ceived in the early 1970s as a repair for IGSCC cracking and leakage in BWR main coolant piping. Over 500 such repairs have
 
been applied in BWR piping ranging from 4 in. to 28 in. in diam-eter, and some weld overlay repairs have been in service for over 20 years, with no evidence of any resumption of the IGSCCproblem. Although WOLs, shown in Fig. 44.21, do not eliminatethe PWSCC environment from the aw as in the aw embedment process, the repair has been shown to offer multiple improve-ments to the original pipe welds, including the following: (a)structural reinforcement (b)resistant material (c)favorable residual stress reversalWeld overlays also offer a signicant improvement in inspec-tion capability, because once a weld overlay is applied, the required inspection coverage reduces to just the weld overlay material plus the outer 25% of the original pipe wall, often a
 
much easier inspection than the original dissimilar metal weld (DMW) inspection. Weld overlay repairs have been recognized as a Code-accept-able repair in an ASME Section XI Code Case [52] and accepted by the U.S. NRC as a long-term repair. They have also been used, albeit less extensively, to repair dissimilar metal welds at nozzles
 
in BWRs. The weld overlay repair process was rst applied to a PWRlarge-diameter pipe weld (on the Three Mile Island 1 pressurizer to hot-leg nozzle) in the fall of 2003. Since that time, as part of the MRP-139 inspection effort described in para. 44.5.6, over 200 weld overlays have been applied to pressurizer nozzle dissimilar metal butt welds. Part of the reason for this trend is that many pressurizer nozzles were unable to be volumetrically inspected to achieve the required examination coverage in their original con-guration. By applying weld overlays, in addition to mitigating the welds, their inspectability was enhanced such that post over-lay ultrasonic exams could be performed in accordance with applicable requirements. Technical justication for the WOL
 
process as a long-term repair is documented in Ref. [53].
Requirements for weld overlays in PWR systems, including their use as mitigation as well as repair, is documented in Ref. [60].44.8.4Weld Replacement Finally, the awed weld may be replaced in its entirety. In PWRtop-head nozzles, this process has been implemented extensively by
 
relocating the pressure boundary from the original PWSCC-
 
susceptible J-groove weld at the inside surface to a new weld at themidwall of the RPV head (see Fig. 44.22). With this repair approach, the PWSCC-susceptible portion of the original J-groove weld and buttering is left in the vessel, but it is no longer part of the pressure-retaining load path for the nozzle. The lower portion of the original nozzle is rst removed by machining to a horizontal ele-vation above the J-groove weld (left-hand side of Fig. 44.22).A
 
weld prep is produced on the bottom of the remaining portion ofFIG.44.20SCHEMATIC OF RPV TOP-HEAD NOZZLEFLAW EMBEDMENT REPAIRFIG.44.21SCHEMATIC OF WELD OVERLAY REPAIR APPLIED TO RPV OUTLET NOZZLE ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 19 20¥Chapter 44 the nozzle, and a new, horizontal weld is made between the original nozzle and the bore of the RPV head (righthand side of Fig. 44.22).
The new weld is made with PWSCC-resistant material (generally alloy 52 weld metal), and the surface of the weld is machined for NDE. The repair process still leaves some portion of the original PWSCC-susceptible alloy 600 nozzle in place, potentially in a high residual stress region at the interface with the new weld. However, a surface treatment process, such as roll peening or burnishing, has been applied to this interface in many applications to reduce poten-
 
tial PWSCC concerns. Experience with this repair process has been
 
good, in terms of subsequent leakage from repaired nozzles, and in most cases the repair need only survive for one or two fuel cycles, because, once PWSCC leakage is detected in an RPV head, com-
 
mon industry practice has been to schedule a future head replace-ment (not because of the repaired nozzle, but because of concerns that other nozzles are likely to be affected by the problem leading to costly future inspections, repairs, and outage extensions).44.9REMEDIAL MEASURES 44.9.1Water Chemistry Changes Three types of water chemistry changes that could affect the rate of PWSCC are zinc additions to the reactor coolant, adjust-
 
ments to hydrogen concentration, and adjustments to lithium concentration and pH. The factors are described below. (a)Zinc Additions to Reactor Coolant.
Laboratory tests indicatethat the addition of zinc to reactor coolant signicantly slows down the rate of PWSCC initiation, with the improvement factor increasing as the zinc concentration increases [29].
The improvement factor (slowdown in rate of new crack ini-tiation) shown by tests varies from a factor of two for 20 ppb zinc in the coolant to over a factor of ten for 120 ppb zinc.
The effect of zinc on crack growth rate is not as certain, with some tests indicating a signicant reduction in crack growth rate but others indicating no change. Further testing is under-way under EPRI sponsorship (as of 2004) to clarify the effects of zinc on crack growth rate. As of mid-2004, evalu-ation of plant data, especially the data for a two-unit station
 
with PWSCC at dented steam generator tube support plates, is encouraging but not conclusive with regard to whether use
 
of zinc is reducing the rate of PWSCC. The uncertainty is the
 
result of changes in inspection methods simultaneously with
 
changes in zinc concentration. (b)Adjustments of Hydrogen Concentration.
The EPRI PWRPrimary Water Chemistry Guidelines require the hydrogen concentration in the primary coolant to be kept between 25
 
and 50 cc/kg [28]. As discussed in the Guidelines and sum-marized above in para. 44.3.4, the rate of PWSCC initiation and rate of PWSCC crack growth both seem to be affected by the hydrogen concentration, with lower concentrations being more aggressive at lower temperature and higherFIG.44.22SCHEMATIC OF RPV TOP-HEAD NOZZLE WELD REPLACEMENT REPAIR ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 20 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥21 concentrations at higher temperature. Depending on theplant situation as far as which parts are at most risk of
 
PWSCC, and depending on the temperature at those parts, there may be some benet, such as an improvement factor
 
of about 1.2, in operating at hydrogen concentrations at either end of the allowed range. In the longer term, increased benet may be achieved by operating slightly outside of the allowed range (e.g., at 60 cc/kg), although
 
this will require conrmation that the change does not result in some other undesirable effects. (c)Adjustments of Lithium Concentration and pH.
As dis-cussed in para. 44.3.4, some tests indicate that the rate of
 
PWSCC initiation is increased by increases in lithium con-centration and pH, e.g., by factors ranging from about 1.15
 
to 2.0. On the other hand, increases in lithium and pH pro-vide proven benets for reducing the potential harmful deposit buildup on fuel cladding surfaces and for reducing shutdown dose rates [28]. Based on these opposing trends, plants can select a lithium/pH regime that best suits their needs, i.e., does not involve substantial risks of aggravating PWSCC, while still providing benets for reducing fuel deposits and shutdown dose rates. When evaluating the pos-
 
sible risks to PWSCC of increasing lithium and pH, it should be noted that crack growth rate tests show no harm-ful effect while crack initiation tests do. The data from crack growth rate tests are considered to be more reliable, and it is recommended that they be given greater weight than the
 
results from crack initiation tests. An additional considera-tion is that the use of zinc can provide a stronger benet
 
than the possible decit associated with increases in lithium and pH, and, thus, can make use of a combined zinc adjust-ment and increase in lithium and pH attractive. 44.9.2Temperature Reduction To date, a main remedial measure applied in the eld for RPV top-head PWSCC has been modication of the reactor internals package to increase bypass ow through the internals ange region and, thereby, reduce the head temperature. The lower head
 
temperature is predicted to reduce the rates of crack initiation and growth based on the thermal activation energy model, as shown in Table 44.1. However, experience in France suggests that PWSCC may occur at head temperatures close to the reactor cold-leg tem-perature. This is especially signicant given PWSCC of two South Texas Project Unit 1 BMI nozzles at a temperature of about
 
565F. The South Texas Project experience shows that materialsand fabrication-related factors can result in PWSCC at tempera-tures lower than otherwise expected.44.9.3Surface Treatment EPRI has sponsored tests of a range of mechanical remedialmeasures for PWSCC of alloy 600 nozzles. Results of these tests were reported by Rao at the Fontevraud 5 Symposium [54]. The
 
remedial measures test program consisted of soliciting remedial measures from vendors, fabricating full-diameter and wall-thick nessring specimens from archive CRDM nozzle material, installing specimens in rings that locked in high residual stresses on the specimen inside surface, applying the remedial measures to the stressed surface, and then testing the specimens in doped steam with hydrogen overpressure at 400C (750F). The specimenswere removed from the autoclave at intervals and inspected for SCC. A complicating factor in interpreting the test results is thatnot all of the specimens were fabricated from the same heat ofmaterial. Therefore, there were differences in material PWSCC susceptibility in addition to differences in remedial measure effec-tiveness. The methods used to correct for differences in specimen PWSCC susceptibility are discussed in the paper. The remedial measures fell into three main effectiveness groups. (a) most effective (1)waterjet conditioning (2) electro mechanical nickel brush plating
 
(3) shot peening (b) intermediate effectiveness (1) electroless nickel plating (2) GTAW weld repair
 
(3) laser weld repair(c) least effective (1) EDM skim cutting (2) laser cladding (3)apper wheel surface polishingAs of May 2005, it is not believed that any of these remedialmeasures had actually been applied to a reactor vessel in the eld. 44.9.4Stress Improvement To mitigate against the IGSCC problem in BWR piping, manyplants implemented residual stress improvement processes. These were performed both thermally (induction heating stress improve-
 
ment or IHSI) and by mechanical means (mechanical stress improvement process or MSIP). As described above, residual
 
stresses play a major role in susceptibility to both IGSCC and PWSCC, because large piping butt welds tend to leave signicant residual stresses at the inside surfaces of the pipes, especially
 
when eld repairs were performed during construction. Both stress improvement processes have been demonstrated to reverse the unfavorable residual stresses, leaving compressive stresses on the inside surface of the pipe, which is exposed to the reactor environment. MSIP has also been applied to PWSCC-susceptible butt welds in PWR piping, primarily dissimilar metal welds at vessel nozzles, such as the V.C. Summer outlet nozzle cracking problem described above. As long as the stress improvement process is applied relatively early in life, when cracking has not initiated or grown to signicant depths, it clearly constitutes a useful remedial measure that can be applied to vessel nozzles, eliminating one of the major factors that contribute to PWSCC. One of the benets of the weld overlay process described aboveto repair PWSCC-cracked butt welds is that it reverses the resid-ual stress pattern in the weld, resulting in compressive stresses on the inside surface. Thus, a novel mitigation approach that is being explored at several plants is the application of weld overlays pre-emptively, before cracking is discovered. Applying a preemptive WOL in this manner produces the same remedial benets described above for the stress improvement processes, but also
 
places a PWSCC-resistant structural reinforcement on the outer surface of the pipe. So, if the favorable residual stresses were to relax in service, or for some reason be ineffective in arresting the PWSCC phenomenon, the PWSCC-resistant overlay would still provide an effective barrier against leakage and potential pipe rupture. Moreover, the revised inspection coverage requirements specied for WOLs apply to such preemptive overlays, providing
 
the added benet of enhanced inspectability [52].
ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 21 22¥Chapter 4444.9.5Head Replacement The most obvious way to address RPV top-head cracking issues is head replacement. Approximately one-third of operating PWRs in the United States have replaced their heads or have
 
scheduled head replacements in the near future. Such head replacements take advantage of the lessons learned to date regard-ing the PWSCC phenomenon, and the new heads are generally
 
produced so as to eliminate all PWSCC-susceptible materials, replacing them with resistant materials (alloy 690 and associated weld metals alloys 52 and 152). RPV head replacement is a key aspect of strategic planning to address the alloy 600 problem in PWRs, and is performed as part of a coordinated alloy 600 main-tenance program that addresses steam generator, pressurizer, and piping issues as well as the RPV. 44.10STRATEGIC PLANNING Within constraints posed by regulatory requirements, utilitiesare free to develop a strategic plan that ensures a low risk of leak-age, ensures an extremely low risk of core damage, and results in the lowest net present value (NPV) cost consistent with the rst two criteria. Development of a strategic plan for RPV top-head nozzles was described by White, Hunt, and Nordmann at the 2004 ICONE-12 conference [55]. The strategic planning process was based on life cycle management approaches and NPV economic modeling software developed by EPRI [56,57]. The main steps in the strategic planning process are as follows:(a)predicting time to PWSCC (b)assessing risk of leaks (c)assessing risk of rupture and core damage due to nozzle ejection (d)assessing risk of rupture and core damage due to boric acidwastage (e)identifying alternative life cycle management approaches (f)evaluating economically the alternative management approaches While the paper and following discussion are based on RPV top-head nozzles, the same basic approach can be applied to BMI nozzles and butt welds. 44.10.1Predicting Time to PWSCC Predictions of the time to PWSCC crack initiation are described in para. 44.7.1. The predictions are typically based on a statistical distribution such as a two-parameter Weibull or log-
 
normal model. Predictions are most accurate if based on plant-specic repeat inspections showing increasing numbers of cracked nozzles. If such data are not available, then predictions
 
are typically based on data for other similar plants (e.g., design, material, operating conditions) with corrections for differences in
 
operating time and temperature. 44.10.2Assessing Risk of Leaks The risk of leakage at a particular point in time (typically refu-eling outage number) is typically determined by a probabilistic (Monte-Carlo) analysis using the distribution of predicted time to crack initiation (para. 44.7.1), crack growth (para. 44.7.2), and
 
other probabilistic modeling techniques (para. 44.7.3). The proba-bilistic analysis should include a sensitivity study to identify the
 
most important analysis input parameters, and these important parameters should be reviewed to ensure that they can be substan-tiated by available data. 44.10.3Assessing Risk of Rupture and Core Damage Due to Nozzle Ejection The risk of nozzle ejection (net section collapse) is determined using methods such as described in para. 44.6.2. 44.10.4Assessing Risk of Rupture and Core DamageDue to Boric Acid Wastage The risk of failure of the carbon or low-alloy steel reactor ves-sel head by boric acid wastage is determined using methods such
 
as described in para. 44.6.3. 44.10.5 Identifying Alternative Life CycleManagement Approaches An important step in developing a life cycle management planis to identify the alternative approaches that can be considered.
These alternatives can include the following: (a)continue to inspect and repair indenitely without applying remedial measures. (b)apply remedial measures, such as lowering the vessel headtemperature by increasing bypass ow through the vessel
 
internals ange, adding zinc to the primary coolant, and water-jet conditioning the wetted surface of nozzles and welds to remove small aws and leave the material surface with a compressive residual stress. (c)replace the vessel head as quickly as possible.
(d)replace the vessel head shortly after detecting the rst PWSCC cracks. (e)use other approaches identied.Each of these alternatives must be studied to determine thedifculty of application, the likely effectiveness, and the effect of the change on required inspections. For example, head replace-ment may involve the need to cut an access opening in the con-tainment structure or to procure a new set of CRDMs to allow the head changeout to be performed quickly, so as to not adversely affect the refueling outage time. If openings must be cut in con-tainment, consideration should also be given to the possible need
 
to cut other openings in the future, such as for steam generator or pressurizer replacements. Consideration must also be given to the
 
disposal of a head after it is replaced. 44.10.6Economic Evaluations of AlternativeManagement Approaches Most life cycle management evaluations include economicanalyses to determine the NPV cost of each alternative. The NPV cost is the amount of money that is required today to pay all pre-dicted future costs, including the effects of ination and the dis-
 
count rate. Inputs to an LCM economic analysis typically include the following: (a)costs of planned preventive activities including inspections, remedial measures, and replacements.(b)predicted failure mechanisms (e.g., cracks, leaks, and rup-ture) and failure rates. (c)costs for corrective maintenance in the event of a failureincluding the cost to make the repair, the estimated value of lost production, and an allowance for consequential costs such as increased regulatory scrutiny. Consideration should be given to the fact that a major incident such as the Davis-Besse RPV head wastage can result in lost production and conse-quential costs far higher than the cost to replace the affected
 
component.
ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 22 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥23Figure 44.23 shows typical results of a strategic planning analysis with economic modeling. The nal step in the economic evaluation is to review the pre-dictions in light of other plant constraints, such as planned plant life, potential power uprates, budget constraints, and the availability of replacement heads. In many cases, the alternative with the low-
 
est predicted NPV cost may not represent the best choice.44.11REFERENCES 1.SMC 027, Inconel Alloy 600. In: Special Metals Corporation Handbook. 2000. 2.White DE. Evaluation of Materials for Steam Generator Tubing.Bettis Technical Review, report WAPD-BT-16, December 1959. 3.Howells E, McNary TA, White DE. Boiler Model Tests of Materialsfor Steam Generators in Pressurized Water Reactors. Corrosion 1960;16:241t245t. 4.Copson HR, Berry WE. Qualication of Inconel for Nuclear Power Plant Applications. Corrosion 1960;16:79t85t.5.Copson HR. Effect of Nickel Content on the Resistance to Stress-Corrosion Cracking of Iron-Nickel-Chromium Alloys in Chloride Environments. First International Congress on Metallic CorrosionLondon, 1961, p328333; Butterworths, 1962.6.LaQue FL, Cordovi MA. The Corrosion of Pressure Circuit Materialsin Boiling and Pressurized-Water Reactors (Special Report 69).
 
London: The Iron and Steel Institute; 1961: 157178. 7.Copson HR, Berry WE. Corrosion of Inconel Nickel-ChromiumAlloy in Primary Coolants of Pressurized Water Reactors. Corrosion 1962;18:21t26t. 8.Bush SH, Dillon RL. Stress Corrosion in Nuclear Systems. StressCorrosion Cracking and Hydrogen Embrittlement of Iron Base Alloys
,Conference held at Unieux-Firminy, France, June 1216, 1973, pp.
61-79, Case 3, NACE, 1977. 9.Coriou MM, et al. Corrosion Fissurante suos Contrainte de LInconeldans LEau `a Haute Temprature. 3e Colloque de Mtallurgie Corrosion (S`eche et Aqueuse), Organis `
a Saclay les 29s30 juin et 1er juillet 1959,North Holland Publishing Cy, Amsterdam, Pays-Bas, 1960.10.Copson HR, Berry WE. Corrosion of Inconel Nickel-ChromiumAlloy in Primary Coolants of Pressurized Water Reactors. Corrosion 1962;18:21t26t.11.Copson HR, Dean SW. Effect of Contaminants on Resistance to StressCorrosion Cracking of Ni-Cr Alloy 600 in Pressurized Water.
Corrosion 1965;21(1):18.12.Copson HR, Economy G. Effect of Some Environmental Variables onStress Corrosion Behavior of Ni-Cr-Fe Alloys in Pressurized Water.
Corrosion 1968;24(3):5565.13.Rentler RM, Welinsky IH. Effect of HN03-HF Pickling on StressCorrosion Cracking of Ni-Cr-Fe Alloy 600 in High Purity Water at 660F (WAPD-TM-944). Bettis Atomic Power Laboratory; 1970. 14., Johansson B, de Pourbaix M. Studies of the Tendency toIntergranular Stress Corrosion Cracking of Austenitic Fe-Cr-Ni Alloys in High Purity Water at 300C (Studsvik report AE-437).Nykoping, Sweden; 1971. 15.Debray W, Stieding L. Materials in the Primary Circuit of Water-Cooled Power Reactors. International Nickel Power Conference
,Lausanne, Switzerland, May 1972, Paper No. 3. 16.Shoemaker C. Proceedings: Workshop on Thermally Treated Alloy690 Tubes for Nuclear Steam Generators (NP-4665S-SR). Palo Alto, CA: Electric Power Research Institute; 1986. 17.Bruemmer SM, et al. Microstructure and Microdeformation Effectson IGSCC of Alloy 600 Steam Generator Tubing. Corrosion 87, PaperNo. 88, NACE, 1987. 18.Cattant F. Metallurgical Investigations of CRDM Nozzles From Bugey and Other Plants. Proceedings: 1992 EPRI Workshop on PWSCC ofAlloy 600 in PWRs, Orlando, FL, December 13, 1992; Paper B5 (TR-103345), Palo Alto, CA: Electric Power Research Institute; 1993. 19.Bandy R, van Rooyen D. Stress Corrosion Cracking of Inconel Alloy600 in High Temperature Water: An Update. Corrosion 83, Paper No.139, NACE, 1983. 20.Yonezawa T, et al. Effect of Cold Working on the Stress CorrosionCracking Resistance of Nickel-Chromium-Iron Alloy. Conference:FIG.44.23TYPICAL RESULTS OF STRATEGIC PLANNING ECONOMIC ANALYSIS FOR RPV HEAD NOZZLES ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 23 24¥Chapter 44Materials for Nuclear Reactor Core Applications, Vol. 2, Bristol, UK,October 2729, 1987; London: Thomas Telford House; 1987. 21.Seman DJ, Webb GL, Parrington RJ. Primary Water Stress CorrosionCracking of Alloy 600: Effects of Processing Parameters (TR-100852).
Proceedings: 1991 EPRI Workshop on PWSCC of Alloy 600 in PWRs
,Palo Alto, CA: Electric Power Research Institute; 1992: 118. 22.Yonezawa T, Sasaguri N, Onimura K. Effects of Metallurgical Factorson Stress Corrosion Cracking of Ni-Based Alloys in High Temperature Water. Proceedings of the 1988 JAIF International Conference onWater Chemistry in Nuclear Power Plants , 1988, p. 490. 23.Buisine D, et al. PWSCC Resistance of Nickel-Based Weld MetalsWith Various Chromium Contents (EPRI TR-105406). Proceedings:1994 EPRI Workshop on PWSCC of Alloy 600  in PWRs. Palo Alto,CA: Electric Power Research Institute; 1995. 24.Amzallag C, et al. Stress Corrosion Life Assessment of 182 and 82Welds Used in PWR Components. Proceedings of the 10thInternational Symposium on Environmental Degradation of Materials in Nuclear Power SystemsWater Reactors, NACE, 2001. 25.Hunt ES, et al. Primary Water Stress Corrosion Cracking (TR-103824).
In: Steam Generator Reference Book, Revision 1. Palo Alto, CA:Electric Power Research Institute; 1994. 26.White GA, Hickling J, Mathews LK. Crack Growth Rates forEvaluating PWSCC of Thick-Wall Alloy 600 Material. Proceedings of the 11 thInternational Conference on Environmental Degradation ofMaterials in Nuclear Power SystemsWater Reactors , ANS, 2003. 27.Attanasio S, Morton D, Ando M. Measurement and Calculation ofElectrochemical Potentials in Hydrogenated High Temperature Water, Including an Evaluation of the Yttria-Stabilized Zirconia/Iron-Iron
 
Oxide (Fe/Fe3O4) Probe as a Reference Electrode. Corrosion 2002
,Paper 02517, NACE, 2002.
28.Pressurized Water Reactor Primary Water Chemistry Guidelines
,Revision 5, Section 2.3. Palo Alto, CA: Electric Power Research
 
Institute; 2003. 29.Morton DS, Hansen M. The Effect of pH on Nickel Alloy SCC and Corrosion Performance. Corrosion 2003, Paper 03675, NACE, 2003. 30Rebak RB, McIlree AR, Szklarska-Smialowska Z. Effects of pH andStress Intensity on Crack Growth Rate in Alloy 600 in Lithiated and Borated Water at High Temperature. Proceedings of the 5 thInternational Symposium on Environmental Degradation of Materialsin Nuclear Power Systems  Water Reactors , pp. 511517, ANS, 1992. 31.Hunt ES, Gross DJ. PWSCC of Alloy 600 Materials in PWR PrimarySystem Penetrations (TR-103696). Palo Alto, CA: Electric Power
 
Research Institute; 1994. 32.U.S. NRC Crack in Weld Area of Reactor Coolant System Hot LegPiping at V. C. Summer (Information Notice 2000-017, 2000; Supplement 1, 2000; Supplement 2, 2001). Washington, DC: U.S.
Nuclear Regulatory Commission. 33.Hunt ES, Gross DJ. PWSCC of Alloy 600 Materials in PWR PrimarySystem Penetrations (TR-103696). Palo Alto, CA: Electric Power
 
Research Institute; 1994. 34.U.S. NRC Circumferential Cracking of Reactor Vessel HeadPenetration Nozzles (Bulletin 2001-01). Washington, DC: U.S.
Nuclear Regulatory Commission; 2001. 35.U.S. NRC Reactor Pressure Vessel Head Degradation and ReactorCoolant Pressure Boundary Integrity (Bulletin 2002-01). Washington, DC: U.S. Nuclear Regulatory Commission; 2002. 36.U.S. NRC Reactor Pressure Vessel Head and Vessel Head PenetrationNozzle Inspection Programs (Bulletin 2002-02). Washington, DC:
U.S. Nuclear Regulatory Commission; 2002. 37.Fytch S, Whitaker DE, Arey ML. CRDM and Thermocouple Nozzle Inspections at the Oconee Nuclear Station. Proceedings of the 10 thInternational Symposium on Environmental Degradation of Materialsin Nuclear Power SystemsWater Reactors, NACE, 2001. 38.Thomas S. PWSCC of Bottom-Mounted Instrument Nozzles at SouthTexas Project (Paper 49521). Proceedings of 12th InternationalConference on Nuclear Engineering, Arlington, VA, April 2529, 2004. 39.U.S. NRC Issuance of Order Establishing Interim InspectionRequirements for Reactor Pressure Vessel Heads at Pressurized Water Reactors (EA-03-009). Washington, DC: U.S. Nuclear Regulatory
 
Commission; 2003. 40.U.S. NRC Leakage from Reactor Pressure Vessel Lower HeadPenetrations and Reactor Coolant Pressure Boundary Integrity (Bulletin 2003-02). Washington, DC: U.S. Nuclear Regulatory
 
Commission; 2003. 41.U.S. NRC Reactor Pressure Vessel Lower Head Penetration Nozzles(Bulletin 2003-02), Temporary Instruction 2515/152. Washington, DC: U.S. Nuclear Regulatory Commission; 2003. 42.U.S. NRC Technical Report on Material Selection and Processing Guidelines for BWR Coolant Pressure Boundary Piping (NUREG-0313, Rev. 2). Washington, DC: U.S. Nuclear Regulatory
 
Commission; 1988. 43.Managing Boric Acid Corrosion Issues at PWR Power Stations. In:Boric Acid Corrosion Guidebook, Rev. 1. Palo Alto, CA: ElectricPower Research Institute; 2001. 44.Staehle RW, Stavropoulos KD, Gorman JA. Statistical Analysis ofSteam Generator Tube Degradation (NP-7493). Palo Alto, CA:
Electric Power Research Institute; 1991. 45.Turner APL, Gorman JA, et al. Statistical Analysis of SteamGenerator Tube Degradation: Additional Topics (TR-103566). Palo Alto, CA: Electric Power Research Institute; 1994.46.Stavropoulos KD, Gorman JA, et al. Selection of StatisticalDistributions for Prediction of Steam Generator Tube Degradation.
Proceedings of the 5 thInternational Symposium on EnvironmentalDegradation of Materials in Nuclear Power Systems  Water Reactors , pp. 731738, ANS, 1992. 47.Gorman JA, et al. PWSCC Prediction Guidelines (TR-104030). PaloAlto, CA: Electric Power Research Institute; 1994.
48.Materials Reliability Program (MRP) Crack Growth Rates forEvaluating Primary Water Stress Corrosion Cracking (PWSCC) of Thick-Wall Alloy 600 Materials (MRP-55NP) Revision 1, EPRI, PaloAlto, CA: 2002. 1006695-NP.49.Riccardella P, Coe N, Miessi A, Tang S, Templeton B.
Probabilistic Fracture Mechanics Analysis to Support Inspection Intervals for RPV Top Head Nozzles. U.S. NRC/Argonne National Laboratory Conference on Vessel Head Penetration Inspection, Cracking, and Repairs, September 29-October 2, 2003, Gaithersburg, Maryland. 50.Materials Reliability Program (MRP-113NP): Alloy 82/182 Pipe ButtWeld Safety Assessment for U.S. PWR Plant Designs (1007029-NP).
Palo Alto, CA: Electric Power Research Institute; 2004. 51.ASME BPVC Section XI, Rules for Inservice Inspection of NuclearPower Plant Components. In: ASME Boiler and Pressure VesselCode. New York: American Society of Mechanical Engineers; 2002. 52.ASME BPVC Code Case N-504-2, Alternative Rules for Repair of Classes 1, 2, and 3 Austenitic Stainless Steel Piping, Section XI, Division 1. In: ASME Boiler and Pressure Vessel Code. New York: American Society of Mechanical Engineers; 1997.
ASME_Ch44_p001-026.qxd  12/19/09  7:37 AM  Page 24 COMPANION GUIDE TO THE ASME BOILER & PRESSURE VESSEL CODE 
¥2553.Riccardella PC, Pitcairn DR, Giannuzzi AJ, Gerber TL. Weld OverlayRepairs From Conception to Long-Term Qualication.
InternationalJournal of Pressure Vessels and Piping 1988;34:5982. 54.Rao GV, Jacko RJ, McIlree AR. An Assessment of the CRDM Alloy600 Reactor Vessel Head Penetration PWSCC Remedial Techniques.
Proceedings of Fontevraud 5 International Symposium , September 2327, 2002. 55.White GA, Hunt ES, Nordmann NS. Strategic Planning for RPV Head Nozzle PWSCC. Proceedings of ICONE12, 12 thInternational Conference on Nuclear Engineering, April 2529, 2004, Arlington, Virginia. 56.Demonstration of Life Cycle Management Planning for Systems,Structures and Components: With Applications at Oconee and Prairie Island Nuclear Stations, Palo Alto, CA: Electric Power Research Institute; Charlotte, NC: Duke Power; East Welch, MN: Northern States Power (now Xcel Energy); 2001.57.Demonstration of Life Cycle Management Planning for Systems,Structures and Components  Lcm VALUE User Manual and Tutorial.
Palo Alto, CA: Electric Power Research Institute; 2000.58.Materials Reliability Program: Primary System Piping Butt WeldInspection and Evaluation Guidelines (MRP-139), EPRI, Palo Alto, CA: 2005. 1010087.59.Materials Reliability Program: Advanced FEA Evaluation of Growthof Postulated Circumferential PWSCC Flaws in Pressurizer Nozzle Dissimilar Metal Welds (MRP-216, Rev. 1), EPRI, Palo Alto, CA:
 
2007. 1015400.s60.Materials Reliability Program: Technical Basis for Preemptive WeldOverlays for Alloy 82/182 Butt Welds in PWRs (MRP-169), EPRI, Palo Alto, CA: 2005. 1012843.61.Materials Reliability Program Crack Growth Rates for EvaluatingPrimary Water Stress Corrosion Cracking (PWSCC) of Alloy 82, 182, and 132 Welds (MRP-115NP), EPRI, Palo Alto, CA: 2004. 1006696-NP.62.G. A. White, N. S. Nordmann, J. Hickling, and C. D. Harrington,Development of Crack Growth Rate Disposition Curves for Primary Water Stress Corrosion Cracking (PWSCC) of Alloy 82, 182, and 132 Weldments, Proceedings of the 12th International Conference on Environmental Degradation of Materials in Nuclear Power Systems -
Water Reactors, TMS, 2005.63.ASME Code Case N-729-1, Section XI, Division 1, AlternativeExamination Requirements for PWR Reactor Vessel Upper Heads With Nozzles Having Pressure-Retaining Partial-Penetration Welds, approved March 28, 2006.64.ASME Code Case N-722, Section XI, Division 1, AdditionalInspections for PWR Pressure Retaining Welds in Class 1 Pressure Boundary Components Fabricated with Alloy 60/82/182 Materials, approved July 5, 2005.65.S. Rahman and G. Wilkowski, Net-Section-Collapse Analysis ofCircumferentially Cracked CylindersÑPart I: Arbitrary-Shaped Cracks and Generalized Equations, Engineering Fracture Mechanics, Vol. 61, pp. 191211, 1998.66.G. Wilkowski, H. Xu, D.-J. Shim, and D. Rudland, Determination ofthe Elastic-Plastic Fracture Mechanics Z-factor for Alloy 82/182 Weld Metal Flaws for Use in the ASME Section XI Appendix C Flaw Evaluation Procedures, PVP2007 26733, Proceedings of ASME-PVP 2007: 2007 ASME Pressure Vessels and Piping Division
 
Conference, San Antonio, TX, 2007.67.G. M. Wilkowski, et al., Degraded Piping Program-Phase II,Summary of Technical Results and Their Signicance to Leak-Before-Break and In-Service Flaw Acceptance Criteria, NUREG/CR-4082, Vol. 18, January 1985 to March 1989.68.Materials Reliability Program Reactor Vessel Closure Head Penetration Safety Assessment for U.S. PWR Plants (MRP-110NP):
Evaluations Supporting the MRP Inspection Plan, EPRI, Palo Alto, CA: 2004. 1009807-NP.
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NYS000380 Submitted: June 19, 2012 ASME_Ch44_p001-026.qxd 12/19/09 7:36 AM Page 1 CHAPTER 44 PWR REACTOR VESSEL ALLOY 600 ISSUES Jeff Gorman, Steve Hunt, Pete Riccardella, and Glenn A. White

44.1 INTRODUCTION

44.2.1 Alloy 600 Base Metal Alloy 600 is a nickel-based alloy (72% Ni minimum, 14-17%

Primary water stress corrosion cracking (PWSCC) of alloy 600 Cr, 6-10% Fe) with high general corrosion resistance that has nickel-chromium-iron base metal and related alloys 82 and 182 been widely used in light water reactor (LWR) power plants, i.e.,

weld metal has become an increasing concern for commercial in PWRs and boiling water reactors (BWRs). In PWR plants, pressurized water reactor (PWR) plants. Cracks and leaks have alloy 600 has been used for steam generator tubes, CRDM been discovered in alloys 600/82/182 materials at numerous PWR nozzles, pressurizer heater sleeves, instrument nozzles, and simi-plant primary coolant system locations, including at several loca- lar applications. The alloy was originally developed by the tions in the reactor vessels. The reactor vessel locations include top International Nickel Corporation (INCO) and is also known as head control rod drive mechanism (CRDM) nozzles, top head ther- Inconel 600, which is a trademark now held by the Special Metals mocouple nozzles, bottom head instrument nozzles, and reactor Corporation [1]. The reasons that alloy 600 was selected for use vessel outlet and inlet nozzle butt welds. The consequences of this in LWRs in the 1950s and 1960s include the following [2-7]:

PWSCC have been significant worldwide with 72 leaks through May 2004 (56 CRDM nozzles, 13 reactor vessel closure head (a) It has good mechanical properties, similar to those of thermocouple nozzles, 2 reactor pressure vessel bottom-mounted austenitic stainless steels.

instrument nozzles, and 1 piping butt weld), many cracked noz- (b) It can be formed into tubes, pipes, bars, forgings, and cast-zles and welds, expensive inspections, more than 60 heads ings suitable for use in power plant equipment.

replaced, several plants with several-month outage extensions to (c) It is weldable to itself and can also be welded to carbon, repair leaks, and a plant shutdown for more than 2 years due to low-alloy, and austenitic stainless steels.

extensive corrosion of the vessel head resulting from leak-age (d) It is a single-phase alloy that does not require postweld heat from a PWSCC crack in a CRDM nozzle. This chapter addresses treatment. Also, when subjected to postweld heat treatments alloys 600/82/182 material locations in reactor vessels, operating that are required for low-alloy steel parts to which it is weld-experience, causes of PWSCC, inspection methods and findings, ed, the resulting sensitization (decreased chromium levels at safety considerations, degradation predictions, repair methods, grain boundaries associated with deposition of chromium remedial measures, and strategic planning to address PWSCC at carbides at the boundaries) does not result in the high sus-the lowest possible net present value cost. ceptibility to chloride attack exhibited by austenitic stain-Several example cases of PWSCC, and resulting boric acid cor- less steels that are exposed to such heat treatments.

rosion, are described in the following paragraphs of this chapter (e) It has good general corrosion resistance in high temperature and, in some cases, the remedial or repair measures are described. water environments, resulting in low levels of corrosion It is important to note that the repairs and remedial measures products entering the coolant and resulting in low rates of described may not apply to all situations. Accordingly, it is wall thinning.

important to review each new incident on a case-by-case basis to (f) It is highly resistant to chloride stress corrosion cracking ensure that the appropriate corrective measures are applied, (SCC), and has better resistance to caustic SCC than including the need for inspections of other similar locations that austenitic stainless steels.

may also be affected. (g) Its thermal expansion properties lie between those of car-bon/low-alloy steels and austenitic stainless steels, making it a good transition metal between these materials.

44.2 ALLOY 600 APPLICATIONS It was alloy 600s high resistance to SCC, especially chloride-Figure 44.1 shows locations where alloy 600 base metal and induced SCC, that led to its selection for steam generator tubing alloy 82 or 182 weld metal are used in PWR plant reactor ves- in PWRs in the 1950s and 1960s. Several early PWRs had experi-sels. It should be noted that not all PWR reactor vessels have enced SCC of austenitic stainless steel steam generator tubing, alloys 600/82/182 materials at each of the locations shown in variously attributed to chlorides and caustics, and this had led to a Fig. 44.1. desire to use a tubing alloy with increased resistance to these

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  • Chapter 44 FIG. 44.1 LOCATIONS WITH ALLOYS 600/82/182 MATERIALS IN TYPICAL PWR VESSEL environments. Similarly, some early cases of SCC of stainless susceptibility in noncontaminated PWR primary coolant environ-steel nozzle materials in BWRs during initial plant construction ments. However, by the early 1970s, it had been confirmed by sever-and startup, which was attributed to exposure to chlorides and al organizations in addition to Coriou that PWSCC of highly fluorides, led to the wide-scale adoption of alloy 600 and its relat- stressed alloy 600 could occur in noncontaminated high-temperature ed weld materials for use in BWR vessel nozzles and similar pure and primary water environments after long periods of time applications [8]. [13-15]. Starting with Siemens in the late 1960s, some designers The first report of SCC of alloy 600 in high-temperature pure or began to move away from use of alloy 600 to other alloys, such primary water environments was that of Coriou and colleagues in as alloy 800 for steam generator tubes and austenitic stainless 1959 [9] at a test temperature of 350C (662F). This type of crack- steels for structural applications [15]. By the mid-1980s, alloy 690, ing came to be known as pure water or primary water SCC an alternate nickel-based alloy with about twice as much chromium (PWSCC) or, more recently, as low potential SCC (LPSCC). In as alloy 600 (~30% vs. ~15%), had been developed and began to response to Corious 1959 report of PWSCC, research was conduct- be used in lieu of alloy 600 for steam generator tubing [16]. By the ed to assess alloy 600s susceptibility to SCC in high-temperature early 1990s, alloy 690 began to be used for structural applications pure and primary water. Most of the results of this research in the such as CRDM nozzles and steam generator divider plates.

1960s indicated that alloy 600 was not susceptible unless specific contaminants were present [10-12]. The conditions leading to sus- 44.2.2 Alloys 82 and 182 Weld Metal ceptibility included the presence of crevices and the presence of Weld alloys 82 and 182 have been commonly used to weld oxygen. Most of the test results of the 1960s did not indicate alloy 600 to itself and to other materials. These alloys are also

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  • 3 used for nickel-based alloy weld deposit (buttering) on weld vessels had eight 1.0-in. outside diameter alloy 600 thermocouple preparations and for cladding on areas such as the insides of reac- nozzles welded to the periphery of the head by J-groove welds.

tor vessel nozzles and steam generator tubesheets. Alloy 82 is bare Most of the Combustion Engineering vessels have alloy 600 electrode material and is used for gas tungsten arc welding incore instrument (ICI) nozzles welded to the periphery of the top (GTAW), also known as tungsten inert gas (TIG) welding. Alloy head by J-groove welds. These ICI nozzles are similar to CEDM 182 is a coated electrode material and is used in shielded metal arc nozzles except that they range from 4.5 to 6.6 in. outside diame-welding (SMAW). The compositions of the two alloys are some- ter. Several Westinghouse plants have 3.5 to 5.4 in. outside diame-what different, leading to different susceptibilities to PWSCC. ter alloy 600 auxiliary head adapters and de-gas line nozzles Alloy 182 has lower chromium (13-17%) than alloy 82 (18-22%) attached to the top head by J-groove welds. Several Westinghouse and has higher susceptibility to PWSCC, apparently as a result of plants have 5.3 to 6.5 in. outside diameter internals support hous-the lower chromium content. Most welds, even if initiated or com- ings and auxiliary head adapters attached to the vessel top head pleted with alloy 82 material, have some alloy 182 material. surface by alloy 82/182 butt welds.

In recent years, alloys 52 and 152, which have about 30% In summary, PWR reactor vessels have 38 to 102 alloy 600 noz-chromium and are thus highly resistant to PWSCC, have been zles welded to the top head, with most of these attached to the used in lieu of alloys 82 and 182, respectively, for repairs and for heads after stress relief of the head by alloy 82/182 J-groove welds.

new parts such as replacement reactor vessel heads.

44.2.4 BMI Penetrations 44.2.3 RPV Top-Head Penetrations All of the Westinghouse and Babcock & Wilcox-designed reac-CRDMs in Westinghouse- and Babcock & Wilcox-designed tor vessels in the United States and three of the Combustion PWR plants and control element drive mechanisms (CEDMs) in Engineering-designed reactor vessels in the United States have Combustion Engineering-designed PWR plants are mounted on alloy 600 instrument nozzles mounted to the vessel bottom heads.

the top surface of the removable reactor vessel head. Figure 44.2 These are often referred to as bottom-mounted instrument (BMI) shows a typical CRDM nozzle in a Babcock & Wilcox-designed nozzles. These nozzles range from 1.5 to 3.5 in. outside diameter.

plant. Early vintage Westinghouse PWR plants have as few as 37 As shown in Fig. 44.3, a typical BMI nozzle is welded to the bot-CRDM nozzles and later vintage Combustion Engineering plants tom head by a J-groove weld. In the case of the Westinghouse and have as many as 97 CEDM nozzles. These nozzles are machined Combustion Engineering plants, the J-groove welds were made from alloy 600 base metal with finished outside diameters ranging after stress relieving the vessel. In the case of the Babcock &

from 3.5 to 4.3 in. and with wall thicknesses ranging from about Wilcox-designed plants, the J-groove welds were made prior to 0.4 to 0.8 in. In some cases, a stainless steel flange is welded to vessel stress relief. Early test experience at a Babcock & Wilcox-the alloy 600 nozzle with an alloy 82/182 butt weld. The nozzles designed plant showed a flow vibration concern with the portions are installed in the reactor vessel head with a small clearance or of the BMI nozzles inside the bottom head plenum. Accordingly, interference fit (0.004 in. maximum interference on the diameter) all of the Babcock & Wilcock plant BMI nozzles were modified and are then welded to the vessel head by an alloy 82/182 after initial installation to increase the diameter of the portion of J-groove weld. The surface of the J-groove weld preparation is the nozzle extending into the lower plenum. The new extension coated with a thin butter layer of alloy 182 weld metal before was alloy 600 and the modification weld was made using alloy stress relieving the vessel head so that the nozzles can be installed 82/182 weld metal, with no subsequent stress relief heat treatment.

and the final J-groove weld can be made after vessel stress relief.

This avoids possible distortion that could occur if the CRDM noz- 44.2.5 Butt Welds zles were welded into the vessel head before vessel stress relief. Many Westinghouse reactor vessels have alloy 82/182 butt Most vessels have a single 1.0-1.3 in. outside diameter alloy welds between the low-alloy steel reactor vessel inlet and outlet 600 head vent nozzle welded to a point near the top of the head by nozzles and the stainless steel reactor coolant pipe, as shown in a J-groove weld. Two of the early Babcock & Wilcox-designed Fig. 44.4. In most cases, these welds include alloy 182 cladding on the inside of the nozzle and an alloy 182 butter layer applied to the end of the low-alloy steel nozzle prior to vessel stress relief.

FIG. 44.2 TYPICAL CONTROL ROD DRIVE MECHANISM FIG. 44.3 TYPICAL BOTTOM-MOUNTED INSTRUMENT (CRDM) NOZZLE (BMI) NOZZLE

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  • Chapter 44 82/182 welds. In most cases, the vessel cladding in the area of the lugs is also alloy 182 weld metal.

44.2.7 Miscellaneous Alloy 600 Parts Most reactor vessel lower closure flanges have alloy 600 leak-age monitor tubes welded to the flange surface by alloys 82/182 weld metal. These are not discussed further since the leakage monitor tubes are not normally filled with water and, therefore, are not normally subjected to conditions that contribute to PWSCC.

44.3 PWSCC 44.3.1 Description of PWSCC PWSCC is the initiation and propagation of intergranular cracks through the material in a seemingly brittle manner, with little or no plastic deformation of the bulk material and without FIG. 44.4 TYPICAL REACTOR VESSEL INLET/OUTLET the need for cyclic loading. It generally occurs at stress levels NOZZLE close to the yield strength of the bulk material, but does not involve significant material yielding.

PWSCC occurs when three controlling factors, material sus-Babcock & Wilcox-designed plants, and all but one ceptibility, tensile stress, and the environment, are sufficiently Combustion-Engineering-designed plant, do not have alloy 82/182 severe. Increasing the severity of any one or two of the three butt welds at reactor vessel inlet and outlet nozzles since the reac- factors can result in PWSCC occurring, even if the severity of the tor coolant piping is low-alloy steel as opposed to stainless steel. remaining factor or factors is not especially high. The three Reactor vessel core flood line nozzles in Babcock & Wilcox- factors are discussed separately in the following sections.

designed plants have alloy 182 cladding and alloy 82/182 butt While mechanistic theories for PWSCC have been proposed, a welds between the low-alloy steel nozzle and stainless steel core firm understanding of the underlying mechanism of PWSCC has flood pipe. not been developed. Accordingly, the influence of material susceptibility, stresses, and environment must be treated on an 44.2.6 Core Support Attachments empirical basis, without much support from theoretical models.

Most PWR vessels have alloy 600 lugs attached to the inside surface of the vessel, as shown in Fig. 44.5, to guide the reactor 44.3.2 Causes of PWSCC: Material Susceptibility internals laterally or to support the reactor internals in the event of Based on laboratory test data and plant experience, the follow-structural failure of the internals. These lugs are attached to ing main factors influence the susceptibility of alloy 600 base cladding on the inside of the vessel by full penetration alloy metal and its weld alloys to PWSCC:

(a) Microstructure. Resistance to PWSCC tends to increase as the fraction of the grain boundaries that are decorated by chromium carbides increases. Various models have been proposed to explain this effect such as one where the car-bides act as dislocation sources and enhance plastic defor-mation at crack tips, thereby blunting the cracks and imped-ing their growth [17]. The absence of carbides in the matrix of grains also correlates with higher resistance to PWSCC, as does larger grain size [18].

(b) Yield Strength. Susceptibility to PWSCC appears to increase as the yield strength increases. However, this is considered to be a result of higher yield strength material supporting high-er residual stress levels and is, therefore, more of a stress than a material effect. As discussed in para. 44.3.3, tests indi-cate that the time to PWSCC initiation varies inversely with the fourth to seventh power of the total (applied plus resid-ual) tensile stress [19-21].

(c) Chromium Concentration. Tests of wrought materials and weld materials in the nickel-chromium-iron alloy group of materials consistently indicate that susceptibility to PWSCC decreases as the chromium content increases [22,23].

Materials with 30% chromium or more are highly resistant to PWSCC. The improved resistance of alloy 82 vs. alloy FIG. 44.5 TYPICAL CORE SUPPORT LUG 182 weld metal is attributed to the higher chromium

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  • 5 concentration of alloy 82 (18-22%) vs. that of alloy 182 However, axial stresses can also be high and circumferential (13-17%). Alloy 690 base metal and alloys, 52 and 152 cracks have occurred in a few cases.

weld metal, with about 30% chromium, have been found to For the case of butt welds, the weld shrinkage that occurs as be highly resistant to PWSCC in numerous tests. progressive passes are applied from the outside surface produces (d) Concentrations of Other Species and Weld Flaws. No clear tensile hoop stresses throughout the weld, axial tensile stresses on trends in PWSCC susceptibility have been observed as a the outside weld surface (and often also the inside weld surface),

function of the concentration of other species in the alloy and a region of axial compressive stress near midwall thickness.

such as carbon, boron, sulfur, phosphorous, or niobium. The hoop stresses can contribute to axial PWSCC cracks in the However, to the extent that these species, in combination weld and the axial stresses can contribute to circumferential with the thermomechanical processing to which the part is cracks. Finite element analyses show that the hoop stresses on the subjected, affect the carbide microstructure, they can have wetted inside surface of a butt weld are typically higher than the an indirect influence on susceptibility to PWSCC. Also, hot axial stresses at high stress locations, such that cracks are predict-cracks caused by some of these species (e.g., sulfur and ed to be primarily axial in orientation. However, if welds are phosphorous) can act as PWSCC initiators and, thus, repaired on the inside surface, or subjected to deep repairs from increase PWSCC susceptibility. the outside surface, the residual hoop and axial stresses on the wetted inside surface can both approach the yield strength of the 44.3.3 Causes of PWSCC: Tensile Stresses weld metal and can cause circumferential as well as axial cracks.

Industry design requirements, such as ASME BPVC Section III, specify the allowable stresses for reactor vessel components 44.3.4 Causes of PWSCC: Environment and attachments. The requirements typically apply to operating Several environmental parameters affect the rate of PWSCC condition loadings such as internal pressure, differential thermal initiation and growth. Temperature has a very strong effect. The expansion, dead weight, and seismic conditions. However, the effects of water chemistry variations are not very strong, assum-industry design standards do not typically address residual stress-ing that the range of chemistry variables is limited to those that es that can be induced in the parts during fabrication. These resid-are practical for PWR primary coolant, i.e., with the coolant con-ual stresses are often much higher than the operating condition taining an alkali to raise pH above neutral and hydrogen to scav-stresses and are ignored by the standards since they are secondary enge oxygen.

(self-relieving) in nature. It is the combination of operating condi-tion stresses and residual stresses that lead to PWSCC. (a) Temperature. PWSCC is strongly temperature dependent.

For the case of penetrations attached to the vessel heads by par- The activation energy for crack initiation is about 44 tial penetration J-groove welds, high residual stresses are caused kcal/mole for thick section nozzle materials [24] and 50 by two main factors. Firstly, the surfaces of nozzles are typically kcal/mole for thinner cold-worked steam generator tubing machined prior to installation in the vessel. This machining cold material [25]. The activation energy for crack growth is works a thin layer (up to about 0.005 in. thick) on the surface, about 31 kcal/mole [26]. Using these values, the relative thereby significantly increasing the material yield and tensile factors for crack initiation and growth at typical pressuriz-strength near the surface. Secondly, weld shrinkage, which occurs er and cold leg temperatures of 653F and 555F relative to when welding the nozzle into the high restraint vessel shell, pulls an assumed hot leg temperature of 600F are given in the nozzle wall outward, thereby creating yield strength level Table 44.1.

residual hoop stresses in the nozzle base metal and higher (b) Hydrogen Concentration. Tests using crack growth rate strength cold-worked surface layers. These high residual hoop specimens have shown that crack growth tends to be a max-stresses contribute to the initiation of axial PWSCC cracks in the imum when the hydrogen concentration results in the elec-cold-worked surface layer and to the subsequent growth of the trochemical potential being at or close to the potential where axial cracks in the lower strength nozzle base material. The lower the Ni/NiO phase transition occurs [27]. Higher or lower frequency of cracking in weld metal relative to base metal may values of hydrogen decrease crack growth rates. This effect result from the fact that welds tend not to be cold worked and can be substantial, with peak crack growth rates in some then subjected to high strains after the cold work. cases being up to four times faster when the hydrogen con-Residual stresses in the nozzles and welds can lead to crack ini- centration is at the value causing peak growth rate as com-tiation from the inside surface of the nozzle opposite from the pared to conditions with hydrogen values well away from weld, from the outside surface of the nozzle near the J-groove the peak growth rate value, as shown in Fig. 44.6 [27]. Tests weld, or from the surface of the J-groove weld. at various temperatures show that the hydrogen concentra-Most PWSCC cracks have been axially oriented. This is consis- tion for the Ni/NiO transition varies systematically with tent with results of finite element stress analyses, which predict temperature, and that the hydrogen concentration causing that the hoop stresses exceed the axial stresses at most locations. the peak growth rate exhibits a similar trend, with the

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  • Chapter 44 FIG. 44.6 ALLOY 600 CRACK GROWTH RATE AT 338°C PLOTTED VS.

HYDROGEN CONCENTRATION [27]

concentration causing the peak crack growth rate becoming While tests of crack growth rate indicate increases in pH and lower as temperature decreases (e.g., 10 cc/kg at 320C, 17 lithium concentration within the normal ranges used for PWRs cc/kg at 330ºC, 24 cc/kg at 338C, and 27.5 cc/kg at 360C). have minimal effects on crack growth rate, some evaluations of Crack initiation may depend on hydrogen concentration in a crack initiation data indicate that increases in pH and lithium similar manner. However, enough testing to determine the cause moderate increases in the rate of crack initiation, e.g., in the effect of hydrogen on time to crack initiation has only been range of 10-15% for increases in cycle pHT from 6.9 to 7.2 [29].

performed at 330C, where it resulted in the most rapid However, recent tests sponsored by the Westinghouse Owners crack initiation in alloy 600 tubing at about 32 cc/kg vs. Group (WOG) indicate that the effect may be stronger, such as an about 17 cc/kg for peak crack growth rate. Reported data increase by a factor of two for an increase in cycle pHT from 6.9 regarding effects of hydrogen concentration on PWSCC ini- to 7.2. Further tests under EPRI sponsorship are underway (as of tiation and growth are shown in Fig. 44.7 [28]. The reasons 2004) to clarify this situation.

that the hydrogen concentration for peak aggressivity appears to be about twice as high for crack initiation vs.

crack growth rate (32 cc/kg vs. 17 cc/kg) are not known; the 44.4 OPERATING EXPERIENCE difference may be real or may be an artifact of data scatter or imprecision. 44.4.1 Precursor PWSCC at Other RCS Locations (c) Lithium Concentration and pH. Tests indicate that the PWSCC of alloy 600 material has been an increasing concern effects of changes in pH on crack growth rate, once the pH in PWR plants since cracks were discovered in the U-bend region is well above neutral, are minimal and cannot be distin- of the original Obrigheim steam generators in 1971. The history guished from the effects of data scatter [28]. However, when of PWSCC occurrences around the full reactor coolant system up considering the full pH range from acid to neutral to caus- though 1993, i.e., not limited to the reactor vessel, is documented tic, several tests indicate that crack growth rates decrease as in an EPRI report [31]. Between 1971 and 1981, PWSCC cracks pH is lowered to the neutral range and below, but is essen- were detected at additional locations in steam generator tubes tially constant for pHT of about 6 to 8 [29,30]. (e.g., at dents and at roll transitions), and in an increasing number of tubes. This experience showed that alloy 600 in the metallurgi-cal condition used for steam generator tubes was quite susceptible to PWSCC, with susceptibility increasing as stress, cold work, and temperature increase. It was found that susceptibility was also strongly affected by the microstructure of the material, with sus-ceptibility tending to decrease as the density of carbides on the grain boundaries increases.

The first case of PWSCC of alloy 600 in a non-steam generator tube application was reported in 1982. This incident involved PWSCC of an alloy 600 pressurizer heater sleeve [31]. Swelling of a failed electric heater element inside this sleeve was identified as a contributing cause. Subsequent to this occurrence, an increas-ing number of alloy 600 instrument nozzles and heater sleeves in pres-surizers have been detected with PWSCC. Also, increasing numbers of instrument nozzles in reactor coolant system hot legs and steam generator heads have also been detected with PWSCC.

FIG. 44.7 HYDROGEN CONCENTRATION VS. TEMPERA- Many of the susceptible nozzles and sleeves have (as of May TURE FOR N2/N2O PHASE TRANSITION, PEAK PWSCC 2005) been repaired or replaced on a corrective or preventive SUSCEPTIBILITY, AND PEAK CRACK GROWTH RATE [28] basis [31].

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  • 7 PWSCC in alloys 182 and 82 weld metals was first detected in The cracking discussed above was mainly related to PWSCC of October 2000 in a reactor vessel hot leg nozzle weld [32]. This alloy 600 base materials. Starting in November 2000, some plants was only a month before the first detection of PWSCC in a reac- found PWSCC primarily in the J-groove weld metal, e.g., in tor vessel head penetration weld, as discussed in para. 44.4.2. CRDM nozzle-to-vessel alloy 182 J-groove welds [37]. Since that time, several other cases of PWSCC of CRDM nozzle-to-head 44.4.2 RPV Top-Head Penetrations welds have been detected. Also, detection of PWSCC in alloys The first reported occurrence of PWSCC in a PWR reactor 182 and 82 welds appears to be increasing in frequency at other vessel application involved a leak from a CRDM nozzle at Bugey non-reactor vessel locations around the reactor coolant system.

3 in France that was detected during a 10-year inservice inspec- However, the frequency of PWSCC in welds remains lower than tion program hydrostatic test conducted in 1991 [33]. This initial in alloy 600 base material. For example, after the detection of occurrence, and the occurrences detected during the next few PWSCC in the weld metal of a CRDM nozzle at a PWR in the years, involved PWSCC of alloy 600 base material at locations United States in November 2000, and the detection of PWSCC in with high residual stresses resulting from fabrication. The high the alloy 182 weld metal at reactor vessel outlet nozzles in the residual stresses were mainly the result of weld-induced defor- United States and Sweden in late 2000, EDF inspected 754 welds mation being imposed on nozzles with cold-worked machined in 11 replaced reactor vessel heads without detecting any cracks surfaces. [24].

Subsequent to the initial detection of PWSCC in a CRDM nozzle in 1991, increasing numbers of plants detected similar 44.4.3 RPV Nozzle Butt Welds types of PWSCC, typically resulting in small volumes of leak- In October 2000, a visual inspection showed a leak from an age and boric acid deposits on the head surface as shown in alloys 82/182 butt weld between a low-alloy steel reactor vessel Fig. 44.8. In 2000, circumferential cracks were detected on the hot-leg outlet nozzle and stainless steel hot-leg pipe at the V.C.

outside diameter of some CRDM nozzles. In 2002, significant Summer plant. Destructive failure analysis showed that the leak wastage of the low-alloy steel Davis-Besse reactor vessel head was from a through-wall axial crack in the alloys 82/182 butt occurred adjacent to an axial PWSCC crack in an alloy 600 weld, as shown in Fig. 44.10. The axial crack arrested when it CRDM nozzle. The wastage was attributed to corrosion by boric reached the low-alloy steel nozzle on one side and stainless steel acid in the leaking primary coolant that concentrated on the pipe on the other side, since PWSCC does not occur in these vessel head. Figure 44.9 shows a photograph of the corroded materials. The axial crack can propagate into the low-alloy steel surface at Davis-Besse. The Davis-Besse plant was shut down and stainless steel by fatigue, but the fatigue crack growth rates for approximately 2 years for installation of a new head and will be low due to the small number of fatigue cycles. The incorporation of changes to preclude similar corrosion in the destructive examination also showed a short-shallow circumferen-future. The NRC issued several bulletins describing these events tial crack intersecting the through-wall axial crack that grew and requiring utilities to document their inspection plans for this through alloy 182 cladding and terminated when it reached the type of cracking [34-36]. low-alloy steel nozzle base metal. Examination of fabrication FIG. 44.8 TYPICAL SMALL VOLUME OF LEAKAGE FROM CRDM NOZZLE

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  • Chapter 44 FIG. 44.9 LARGE VOLUME OF WASTAGE ON DAVIS-BESSE REACTOR VESSEL HEAD FIG. 44.10 THROUGH-WALL CRACK AND PART-DEPTH CIRCUMFERENTIAL CRACK IN V.C. SUMMER REACTOR VESSEL HOT-LEG OUTLET NOZZLE records showed that the leaking butt weld had been extensively In the 2005-2008 time period, the industry has begun imple-repaired during fabrication, including repairs made from the menting a massive inspection program for PWSCC in primary inside surface. Nondestructive examinations of other reactor ves- coolant loop Alloy 82/182 butt welds (In accordance with sel outlet and inlet nozzles at V.C. Summer showed some addi- Industry Guideline MRP-139 [58] - see Section 44.5.6 below tional shallow axial cracks. for complete discussion). Considering the temperature sensitivi-Shortly before the leak was discovered at V.C. Summer, part- ty of the PWSCC phenomenon discussed above, this program depth axial cracks were discovered in alloys 82/182 reactor vessel started with the highest temperature welds in the system: those outlet nozzle butt welds at Ringhals 3 and 4. Some of these cracks at pressurizer nozzles. To date, essentially all pressurizer nozzle were removed and two were left in place to allow a determination dissimilar metal butt welds (typically five or six per plant) have of the crack growth rate. The crack growth rate is discussed in been inspected, mitigated, or both. Approximately 50 nozzles para. 44.7.2. were inspected (many more were mitigated using weld overlays In addition to the PWSCC cracks in alloys 82 and 182 weld with no pre-inspections), resulting in PWSCC-like indications metal in reactor vessel CRDM nozzles and inlet and outlet nozzle being detected in nine nozzles, as documented in Table 44.2 butt welds, a leak was found from a pressurizer nozzle butt weld below.

at Tsuruga 2 in Japan and a part-depth crack was detected in a Through mid-2008, inspections of reactor vessel nozzle butt hot-leg pressurizer surge line nozzle butt weld at TMI-1. Both of welds have not yet been performed; hot leg nozzle inspections these cases occurred in 2003. Cracks were also detected in alloys under MRP-139 are slated to begin in Fall 2008. Given the above 82 and 182 cladding in steam generator heads that had been ham- pressurizer nozzle experience, it would not be surprising if at least mered and cold worked by a loose part [24]. some welds with PWSCC-like indications are discovered.

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  • 9 TABLE 44.2 CRACKING INDICATIONS DETECTED IN REACTOR COOLANT LOOP ALLOY 82/182 BUTT WELDS, 2005 THROUGH MID-2008 Inspection Type of Indication OD Indication a/ l/

Plant Date Nozzle Indication Depth (a, in) Length (l, in) thickness circumference Calvert Cliffs 2 2005 CL Drain Circ 0.056 0.628 10% 10%

Calvert Cliffs 2 2005 HL Drain Axial 0.392 0.000 70% 0%

DC Cook 2005 Safety Axial 1.232 0.000 88% 0%

Calvert Cliffs 1 2006 HL Drain Circ 0.100 0.450 19% 5%

Calvert Cliffs 1 2006 Relief Axial 0.100 0.000 8% 0%

Calvert Cliffs 1 2006 Surge Circ 0.400 2.400 25% 6%

Davis Besse 2006 CL Drain Axial 0.056 0.000 7% 0%

San Onofre 2 2006 Safety Axial 0.420 0.000 30% 0%

San Onofre 2 2006 Safety Axial 0.420 0.000 30% 0%

Wolf Creek 2006 Relief Circ 0.340 11.500 25.8% 46%

Wolf Creek 2006 Safety Circ 0.297 2.500 22.5% 10%

Wolf Creek 2006 Surge Circ 0.465 8.750 32.1% 19%

Farley 2 2007 Surge Circ 0.500 3.000 33% 6%

Davis Besse 2008 Axial Crystal River 3 2008 Circ 44.4.4 RPV Bottom-Head Penetrations PWSCC in BMI nozzles at South Texas 1 may be related to a com-In 2003, bare metal visual inspections of the reactor vessel bot- bination of high material susceptibility and welding flaws.

tom head at South Texas 1 showed small leaks from two BMI noz-zles, as shown in Fig. 44.11. These leaks were traced to PWSCC cracks in the nozzles that initiated at small regions of lack- 44.5 INSPECTION METHODS AND of-fusion in the J-groove welds between the nozzles and vessel REQUIREMENTS head [38]. The nozzles were repaired. Examinations of the other BMI nozzles at South Texas 1 showed no additional cracks. As a result of the increasing frequency of PWSCC cracks and Essentially all other U.S. plants have performed bare metal visual leaks identified in important PWR reactor vessel alloys 600, 82, inspections of RPV bottom-head nozzles without any evidence of and 182 materials since 2000, significant efforts are in progress by leaks. At least a dozen U.S. plants have completed volumetric the nuclear industry and the NRC to improve inspection capabilities examinations of the BMI nozzles, representing more than 20% of and develop appropriate long-term inspection requirements. The the total population of RPV bottom-head nozzles in the U.S., with following summarizes the status of inspection methods and require-no reported cracking. Similarly, no indications of in-service degra- ments as of May 2005. It is recommended that users check with the dation have been identified in volumetric inspections of RPV bot- NRC and industry programs to remain abreast of the latest changes tom-head nozzles performed in other countries. PWSCC of BMI in inspection methods and requirements.

nozzles that operate at the plant cold-leg temperature is generally considered to be less likely than PWSCC at locations operating at 44.5.1 Visual Inspections hot-leg or pressurizer temperatures. The earlier-than-expected Bare metal visual inspections have proven to be an effective way of detecting very small leaks, as shown by Figs. 44.8 and 44.11, and, therefore, should play an important role in any inspec-tion program. A key prerequisite for these inspections is that the surface should be free of preexisting boric acid deposits from other sources, because the presence of preexisting boric acid deposits can mask the small volumes of deposits shown in Figs. 44.8 and 44.11. Visual inspections with insulation in place can provide a useful backup to bare metal visual inspections but will be inca-pable of detecting small volumes of leakage, as shown in Figs.

44.8 and 44.11.

In many cases, it has been necessary to modify insulation pack-ages on the vessel top and bottom heads to facilitate performing bare metal visual inspections. As of May 2005, most of these modifications have been completed for PWR plants in the United States.

ASME Code Case N-722, Additional Examinations for PWR Pressure-Retaining Welds in Class 1 Components Fabricated with Alloys 600/82/182 Materials,Section XI, Division 1, was approved in 2005 to provide for increased visual inspections of FIG. 44.11 LEAK FROM SOUTH TEXAS 1 BMI NOZZLE potentially susceptible welds for boric acid leakage.

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  • Chapter 44 44.5.2 Nondestructive Examinations Nozzle-to-safe end butt welds less than NPS 4 must be exam-Technology exists as of May 2005 to nondestructively examine ined by surface methods every inspection interval. Nozzle-all of the alloys 600, 82, and 182 locations in the reactor vessel. to-safe end butt welds NPS 4 and larger must be examined by Partial penetration nozzles (CRDM, CEDM, ICI) are typically volumetric and surface examination methods every inspection examined using one of two methods. The nozzle base metal can interval. Some deferrals of these inspections are permitted.

be examined volumetrically from the inside surface by ultrasonics (e) As of May 2005, the ASME Code did not require nonde-to confirm that the nozzle base material is free of internal axial or structive examination of the partial penetration welds for the circumferential cracks. Alternatively, the wetted surfaces of the CRDM and BMI nozzles. However, Code Case N-729-1 alloy 600 base metal and alloys 82 and 182 weld metal can be [63] was published later in 2005 that contained alternative examined by eddy current probes to ensure that there are no sur- examination requirements for PWR closure heads with noz-face cracks. If there are no surface cracks on wetted alloy 600 sur- zles having pressure-retaining partial-penetration welds.

faces, then it can be inferred that there will also be no internal This Code Case included visual, surface and volumetric cracks. Nozzles in the reactor vessel top head can be examined examinations for PWR closure heads with Alloy 600 noz-when the head is on the storage stand during refueling. Nozzles in zles and Alloy 82/182 partial-penetration welds at inspec-the reactor vessel bottom head can be examined ultrasonically or tion intervals that are based on the temperature dependence by eddy current when the lower internals are removed from the of the PWSCC phenomenon described in para. 44.3.4.

vessel during a 10-year in-service inspection outage. In some (Since RPV closure heads operate at varying temperatures, cases, the inside surfaces of BMI instrument nozzles can be there are significant head-to-head temperature differences examined by tooling inserted through holes in the lower internals. between plants.) Code Case N-729-1 also contains inspec-Reactor vessel inlet and outlet nozzle butt welds are normally tion requirements for PWR closure head with nozzles and inspected ultrasonically from the inside surface using automated partial-penetration welds of PWSCC resistant materials to equipment. These inspections are typically performed during address new and replacement heads.

10-year in-service inspection outages when the lower internals are (f) As noted in para. 44.5.1, Code Case N-722 [64] for visual removed from the reactor vessel. Eddy current methods are also inspections of alloys 82/182 welds was approved in 2005.

being used in some cases for examining the inside surfaces of (g) As of May 2008, the ASME Code is working on a new these welds for cracks, although eddy current inspection sensitivi- Section XI Code Case that contains alternate inspection ty is a function of the condition of the weld surface. For example, requirements Alloys 82/182 welds butt welds. ASME Code discontinuities in the weld profile can cause the eddy current actions are also in progress addressing various repair and probes to lift off of the surface being examined and, thereby, mitigation options for dealing with PWSCC. These are adversely affect the inspection sensitivity. discussed below in para. 44.9.

CRDM nozzle butt welds can be examined from the outside surface by standard ultrasonic methods.

A key to obtaining good nondestructive examinations is to have 44.5.4 NRC Inspection Requirements for RPV the process and the operators qualified on mockups containing Top-Head Nozzles prototypical axial and circumferential flaws. The EPRI NDE Subsequent to the discovery of significant corrosion to the Center in Charlotte, NC, is coordinating qualification efforts for Davis-Besse reactor vessel head, the NRC issued NRC Order inspection methods and inspectors in the United States. EA-03-009 [39]. This order specifies inspection requirements for RPV head nozzles based on the effective degradation years of 44.5.3 ASME BPVC Reactor Vessel Inspection operation. Effective degradation years (EDYs) are the effective Requirements full-power years (EFPYs) adjusted to a common 600F tempera-ASME BPVC Section XI specifies inservice inspection require- ture using an activation energy model. For plants with 600F head ments for operating nuclear power plants in the United States. temperatures, the EDYs are the same as the EFPYs. For plants Portions of these requirements that apply to PWSCC susceptible with head temperatures, greater than 600F, the EDYs are greater components in the RPV are summarized as follows: than the EFPYs. For plants with head temperatures less than 600F, the EDYs are less than the EFPYs. The NRC order (a) Table IWB-2500-1, Examination Category B-P, requires a specifies two types of inspections:

VT-2 visual examination of the reactor vessel pressure-retaining boundary during the system leak test after every (a) bare metal visual inspections of the RPV head surface refueling outage. No leakage is permitted. including 360 around each RPV head penetration nozzle (b) Table IWB-2500-1, Examination Category B-O, requires (b) nondestructive examinations of the RPV nozzles by one of that 10% of the CRDM nozzle-to-flange welds be inspected the two following methods:

by volumetric or surface methods each inspection interval.

(1) ultrasonic testing of each RPV head penetration nozzle (c) Table IWB-2500-1, Examination Category B-N-1, requires (i.e., base metal material) from 2 in. above the J-groove that attachment welds to the inside surface of the reactor weld to the bottom of the nozzle plus an assessment to vessel be examined visually each inspection interval. Welds determine if leakage has occurred through the interfer-in the beltline region must be inspected by VT-1 methods ence fit zone while welds outside the beltline region must be inspected by (2) eddy current testing or dye penetrant testing of the wetted VT-3 methods.

surface of each J-groove weld and RPV head penetration (d) Table IWB-2500-1, Examination Category B-F, specifies nozzle base material to at least 2 in. above the J-groove weld examination requirements for dissimilar metal welds in reactor vessels. Nozzle-to-safe end socket welds must be The first of the nondestructive examinations is to show that examined by surface methods every inspection interval. there are no axial or circumferential cracks in the nozzle base

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  • 11 metal or leak paths past the J-groove weld. The second of the categories requiring augmented inspection intervals and/or sample nondestructive examinations is to show that there are no axial or size. Category A is the lowest category, consisting of piping that circumferential cracks in the nozzle base metal by confirming the has been replaced (or originally fabricated) with PWSCC resistant absence of surface breaking indications on the nozzle and weld material. These weldments are to be inspected at their normal wetted surfaces. ASME Code frequency, as defined in ASME Section XI, Table The order specifies inspection intervals for three categories of IWB-2500-1. Category D refers to unmitigated PWSCC suscepti-plants: high susceptibility plants with greater than 12 EDY or ble weld in high temperature locations (e.g. pressurizer or hot leg where PWSCC cracks have already been detected, moderate sus- nozzles). These require an early initial inspection (before end of ceptibility plants less than or equal to 12 EDY and greater than or 2008 for pressurizer nozzles and before 2010 for hot leg nozzles),

equal to 8 EDY, and low susceptibility plants with less than 8 EDY. followed by more frequent inspections if they are not treated with As of June 2008, the U.S. NRC is expected shortly to transition some form of mitigation. Other categories (thru Category K) the requirements for inspection of RPV top-head nozzles based on address susceptible welds that have been mitigated (B and C),

NRC Order EA-03-009 [39] to a set based on ASME Code Case welds that have been inspected and found cracked, with or with-N-729-1 [63], with caveats. The inspection schedules in this code out mitigation, and welds for which geometric or material condi-case are generally based on the RIY (reinspection years) concept, tions limit volumetric inspectability. For the latter group, by the which normalizes operating time between inspections for the time the examination is due, plant owners are required to have a effect of head operating temperature using the thermal activation plan in place to address either the susceptibility of the weld or the energy appropriate to crack growth in thick-wall alloy 600 material inspectability of the weld.

(31 kcal/mol (130 kJ/mol)). The basis for this approach to nor- At the time of this writing, inspections are well under the malizing for the effect of head temperature is that the time for a MRP-139 guidelines are well underway in U.S. plants. Essentially flaw just below detectable size to grow to through-wall (and leak- all pressurizer nozzles have been inspected and or mitigated, and age) is dependent on the crack growth process. The requirements plans are in place to perform the other initial inspections required in ASME Code Case N-729-1 [63] were developed by ASME, by MRP-169. Plans include mitigation of most susceptible weld-with extensive technical input provided by a U.S. industry group ments in high temperature locations, thus moving the weldments (Materials Reliability Program) managed by EPRI [68]. into Categories A, B or C. Work is also currently underway to develop an ASME Section XI Code Case (N-790, alternative 44.5.5 NRC Inspection Requirements for examination requirements for PWSCC pressure-retaining butt RPV BMI Nozzles welds in PWRs) which will eventually replace MRP-139 and NRC Bulletin 2003-02, Leakage from Reactor Pressure Vessel place the augmented examination requirements for PWSCC sus-Lower Head Penetrations and Reactor Coolant Pressure ceptible butt welds back under the ASME Section XI Code.

Boundary Integrity [40], summarizes the leakage from BMI noz-zles at South Texas 1 and requires utilities to describe the results of BMI nozzle inspections that have been performed at their 44.6 SAFETY CONSIDERATIONS plants in the past and that will be performed during the next and following refueling outages. If it is not possible to perform bare 44.6.1 Small Leaks metal visual examinations, utilities should describe actions that Small leaks due to axial cracks such as shown in Figs. 44.8 and are being made to allow bare metal visual inspections during sub- 44.11 do not pose significant safety risk. The leak rates are low sequent outages. If no plans are being made for bare metal visual enough that the leaking primary coolant water will quickly evapo-or nonvisual surface or volumetric examinations, then utilities rate leaving behind a residue of dry boric acid. Most of the leaks must provide the bases for concluding that the inspections that detected to date have resulted in these relatively benign condi-have been performed will ensure that applicable regulatory tions. As shown in the figures, very small leaks are easily detected requirements are met and will continue to be met. On September by visual inspections of the bare metal surfaces provided that the 5, 2003, the NRC issued Temporary Instruction 2515/152 [41], surfaces are free from boric acid deposits from other sources. One which provides guidance for NRC staff in reviewing utility sub- explanation for the extremely low leak rates is that short tight mittals relative to Bulletin 2003-02. While the Temporary PWSCC cracks can become plugged with crud in the primary Instruction does not represent NRC requirements, it does indicate coolant, thereby preventing leakage under normal operating con-the type of information that the NRC is expecting to receive in ditions. It is hypothesized that distortions, which occur during response to the bulletin. plant transients, allow small amounts of leakage through the crack before it becomes plugged again. Regardless, these small leaks do 44.5.6 Industry Inspection Requirements for not pose a significant safety concern.

Dissimilar Metal Butt Welds The industry in the United States has developed a set of manda- 44.6.2 Rupture of Critical Size Flaws tory inspection guidelines for PWSCC susceptible. Alloy 82/182 Initially, leaking RPV top-head nozzles were thought to be butt welds, which are documented in the report MRP-139 [58]. exclusively the result of axial cracks in the nozzles, and it was MRP-139 defines examination requirements in terms of categories thus believed that they did not represent a significant safety con-of weldments that are based on 1) the IGSCC resistance of the cern. However, as more examinations were performed, findings materials in the original weldment, 2) whether or not mitigation arose that called this hypothesis into question.

has been performed on the original weldment, 3) whether or not a pre-mitigation UT examination has been performed, 4) the exis- (a) Relatively long circumferential cracks were observed in two tence (or not) of cracking in the original weldment, and 5) the nozzles in the Oconee Unit 2 RPV head, and several other likelihood of undetected cracking in the original weldment. The plants also discovered shorter circumferentially oriented categories range from A through K, with the higher letter cracks.

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  • Chapter 44 Because of the concern for PWSCC in PWR piping dissimilar metal butt welds, methods for predicting the critical crack size for rupture in such welds have received recent attention [59]. Axial PWSCC flaws in these welds are limited to the width of the alloy 82/182/132 weld material. Experience has confirmed that the PWSCC cracks arrest when they reach the PWSCC-resistant low-alloy steel and stainless steel materials [50]. Therefore, the maxi-mum axial crack lengths are limited to a few inches at most (much less than the critical axial flaw length), except for the small number of cases involving alloy 600 safe ends or alloy 600 pipe/tube (CRDM and BMI nozzles), where axial cracks initiating in the weld could potentially propagate into the alloy 600 base metal. Thus, critical crack size calculations for PWR piping dis-similar metal butt welds typically assume one or more circumfer-entially oriented PWSCC flaws.

In 2007, EPRI sponsored a detailed investigation of the growth of circumferential PWSCC flaws in PWR pressurizer nozzle dis-similar metal butt welds [59]. Using finite-element methods, this study examined the effect of an arbitrary crack profile on crack FIG. 44.12 SCHEMATIC OF RPV TOP-HEAD NOZZLE growth and subsequent crack stability and leak rate versus the GEOMETRY AND NATURE OF OBSERVED CRACKING standard assumption of a semi-elliptical crack profile. The crack stability (i.e., critical crack size) modeling of the EPRI study was (b) Circumferential NDE indications were discovered in the based on a standard limit load (i.e., net section collapse)

North Anna Unit 2 head in nozzles that showed no apparent approach as applied to an arbitrary crack profile around the weld signs of boric acid deposits due to leakage. circumference [65]. The potential for an EPFM failure mode was considered using a Z-factor approach specific to piping dissimilar Figure 44.12 presents a schematic of a top-head CRDM nozzle metal welds [66]. Finally, the role of secondary piping thermal and J-groove weld and the nature of the cracking that has been constraint stresses in the rupture process was investigated on the observed. There is some uncertainty as to whether circumferential basis of available experimental pipe rupture data [67], elastic-cracks arise as a result of axial cracks growing through the weld plastic finite-element analyses of a pipe with an idealized or nozzle and causing leakage into the annular region between the through-thickness crack [59], and pressurizer surge line piping nozzle and head, ultimately leading to reinitiation of circumferen- models applied to evaluate the maximum capacity of the tial cracking on the outside surface of the tube, or if they are due secondary loads to produce rotation at a cracked pressurizer to the axial cracks branching and reorienting themselves in a surge nozzle [59].

circumferential direction, as depicted on the right-hand side of Fig. 44.12. A destructive examination program has been per- 44.6.3 Boric Acid Wastage Due to Larger Leaks formed on several of the North Anna Unit 2 nozzles, indicating Small concentrations of boron are added to the primary coolant that the circumferential nozzle defects found there were in fact the water in PWR plants in the form of boric acid to aid in controlling result of grinding during fabrication rather than service-related core reactivity. At the start of an operating cycle with new fuel, cracking. Nevertheless, the occurrence of circumferential crack- the boron concentration is typically about 2,000 ppm or less. The ing adds a new safety perspective to the RPV top-head nozzle concentration of boron is reduced with fuel burnup to about cracking problem, because of the potential for such cracks to 0 ppm at the end of an operating cycle when fuel is ready to be grow to a critical length and ultimately lead to ejection of a nozzle replaced. Work by EPRI and others to determine the probable rate from the vessel, although a large circumferential flaw covering of corrosion of low-alloy steel by boric acid is documented in the more than 90% of the wall cross section is typically calculated for EPRI Boric Acid Corrosion Guidebook [43]. This document nozzle ejection to occur because of the relatively thick wall typical shows that the corrosion rate of low-alloy steel by deareated pri-of RPV top-head nozzles. mary coolant (inside the pressure vessel and piping) with 2,000 PWSCC in PWR RPV inlet/outlet nozzles could also potentially ppm boron is negligible. The corrosion rate for low concentration develop circumferentially oriented flaws, which could lead to pipe (2,000 ppm) aerated boric acid is also very low. However, when rupture. To date, observed cracking has been primarily axial with high-temperature borated water leaks onto a hot surface, the water only very small circumferential components. With time, however, can boil off leaving concentrated aerated boric acid. The corro-PWSCC in large piping butt welds might be expected to follow sion rate of low-alloy steel by hot concentrated aerated boric acid trends similar to the IGSCC cracking issue in BWRs [42]. In the can be as high as 10 in./year under some conditions.

BWR case, cracking and leakage were initially seen only as axial- As evidenced by the significant volume of material corroded ly oriented cracks in smaller diameter piping. With time, however, from the Davis-Besse reactor vessel head, boric acid corrosion axial and circumferential cracking were observed in pipe sizes up has the potential to create significant safety risk. Figure 44.13 to and including the largest diameter pipes in the system. shows cross-section and plan views of the corroded region of the Considering the potential existence of weld repairs during initial Davis-Besse head shown in Fig. 44.9. As indicated, a large vol-construction of the plants and the associated high residual stresses ume of the low-alloy head material was corroded, leaving the that they produce in both axial and circumferential directions, stainless steel cladding on the inside of the vessel head to resist significant circumferential cracking may eventually be observed the internal pressure. Part-depth cracks were discovered in the in large-diameter PWR pipe-to-nozzle butt welds. unsupported section of cladding.

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  • 13 FIG. 44.13 PLAN AND CROSS-SECTION THROUGH CORRODED PART OF DAVIS-BESSE REACTOR VESSEL HEAD Based on available evidence, it was determined that the leakage of the nozzles frequently enough to catch PWSCC cracks before that caused the corrosion had been occurring for at least 6 years. they grow through wall. Secondly, clean the external surfaces of While it was known that boric acid deposits were accumulating preexisting boric acid deposits from other sources and perform bare on the vessel top head surface, the utility attributed the accumula- metal visual inspections at frequent enough intervals to detect leaks tions to leakage from spiral-wound gaskets at the flanged joints at an early benign stage. Thirdly, if the risk is believed high or between the CRDM nozzles and the CRDMs. The accumulations of boric acid had not been removed due to poor access to the enclosed plenum between the top of the vessel head and the bot-tom of the insulation, as shown in Fig. 44.14.

The transition from relatively benign conditions, such as shown in Figs. 44.8 and 44.11, to severe conditions, which created the cav-ity shown in Figs. 44.9 and 44.13, is believed to be a function of the leakage rate. A PWSCC crack that first breaks through the nozzle wall or weld will initially be small (short), resulting in a low leak rate. It is believed that the small leak rate will not lower the metal surface temperature enough to allow liquid conditions to exist. As the crack grows in length above the J-groove weld, the leak rate is expected to increase to the point where boric acid on the surface near the leak remains moist or where the leaking borated water locally cools the low-alloy steel material to the point where the sur-face will remain wetted and allow boric acid to concentrate.

Preliminary models of these conditions have been developed, and test work was started by EPRI in 2004 to more accurately deter-mine the conditions where the leakage produces wetted conditions that can cause high boric acid corrosion rates and where the leakage results in essentially benign dry boric acid deposits.

Conditions such as occurred at Davis-Besse can be prevented by FIG. 44.14 CROSS-SECTION THROUGH DAVIS-BESSE a three-step approach. Firstly, perform nondestructive examinations REACTOR VESSEL HEAD

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  • Chapter 44 inspections are difficult or costly, replace the susceptible parts or R  universal gas constant apply a remedial measure to reduce the risk of PWSCC leaks.  8.314  10-3 kJ/mole
  • K (1.103  10-3 kcal/mole
  • R)

T  absolute operating temperature at location of crack, K (or R) 44.7 DEGRADATION PREDICTIONS Tref  absolute reference temperature used to normalize data

 325C  598.15 K (617F  1076.67 R) 44.7.1 Crack Initiation   crack growth amplitude Initiation of PWSCC in laboratory test samples and in PWR K  crack tip stress intensity factor, Mpam (or ksiin) steam generator tubing has been found to follow standard statisti- Kth  crack tip stress intensity factor threshold cal distributions such as Weibull and log-normal distributions  9 Mpam (8.19 ksiin)

[44-47]. These distributions have been widely used for modeling

  exponent and predicting the occurrence of PWSCC in PWRs since about

 1.16 1988, and continue to be used for this purpose.

The parameters of a statistical distribution used to model a Temperature dependence is modeled in this crack growth rate given mode of PWSCC, such as axial cracks in CRDM nozzles, equation via an Arrhenius-type relationship using the aforemen-only apply to the homogeneous set of similar items that are tioned activation energy of 31 kcal/mole. The stress intensity exposed to the same environmental and stress conditions, and factor dependence is of power law form with exponent 1.16.

only to the given crack orientation being modeled. For example, Figure 44.15 presents the distribution of the coefficient () in the axial and circumferential cracking are modeled separately since power law relationship at constant temperature (617F). The data the stresses acting on the two crack orientations are different. in this figure exhibit considerable scatter, with the highest and In general, two parameter Weibull or log-normal models are used lowest data points deviating by more than an order of magnitude to model and predict the future occurrence of PWSCC. An initia- from the mean. The 75th percentile curve (see Figure 44.15a) was tion time, which sometimes is used as a third parameter, is not gen- recommended for use in deterministic crack growth analyses erally modeled, because use of a third parameter has been found to [26,48], and this curve is now included in Section XI for disposi-result in too much flexibility and uncertainty in the predictions. tion of PWSCC flaws in RPV top-head nozzles. In addition, prob-PWSCC predictions are most reliable when the mode of crack- abilistic crack growth rate studies have been performed of top ing is well developed with results for detected cracking available head nozzles using the complete distribution [49]. An additional for three or more inspections. In this situation, the fitted parameters factor of 2 has been applied to the 75th percentile value when to the inspection data are used to project into the future. When no analyzing crack growth exposed to leakage in the annular gap cracking has been detected in a plant, rough predictions can still be between the nozzle and the head, to allow for possible abnormal developed using industry data. This is generally done using a two- water chemistry conditions that might exist there [26,48].

step process. The first step involves developing a statistical distribu- Similar crack growth rate testing has been conducted for tion of times to occurrence of PWSCC at a selected threshold level alloys 82 and 182 weld metals. The weld metal crack growth (such as 0.1%) for a set of plants with similar designs. Data for data are sparser and exhibit similar statistical variability. A plants with different temperatures are adjusted to a common tem- review of weld metal PWSCC crack growth data has also been perature using the Arrhenius equation (see Table 44.1). The distrib- completed under EPRI sponsorship [61,62]. This study (MRP-ution of times to the threshold level is used to determine a best esti- 115) showed that Alloy 182/132 weld metal crack growth obeys mate time for the plant being modeled to develop PWSCC at that a similar relationship to that shown above for alloy 600 base threshold level. Techniques are available to adjust the prediction to metal, but with crack growth rates about four times higher than account for the time already passed at the plant without detecting the alloy 600 curve for stress intensity factors greater than about the mode being evaluated. Once the best estimate time for occur- 20 ksiin (see Figure 44.15a). Similar to the heat-by-heat analy-rence at the threshold level is determined, future cracking is pro- sis for the wrought material, a weld-by-weld analysis was per-jected from that point forward using the median rate of increase formed on the available worldwide laboratory crack growth rate (Weibull slope or log-normal standard deviation) in the industry for data for the weld materials (see Figure 44.15b). The EPRI study the mode of PWSCC being evaluated. (MRP-115) concluded that PWSCC crack growth rates for alloy 82/182/132 weld metal behave in accordance with the following 44.7.2 Crack Growth relationship, where no credit for a stress intensity factor thresh-Numerous PWSCC crack growth studies have been performed old greater than zero was taken because of insufficient data on on thick-wall alloy 600 material in PWR environments at test tem- this parameter:

peratures that span the range of typical PWR operating tempera-tures. In 2002, these tests were reviewed and summarized under Qg 1 a = exp c- a - b da falloy forient K b sponsorship of EPRI [26,48]. The EPRI study (MRP-55) conclud- . 1 ed that PWSCC crack growth rates for thick-wall alloy 600 base R T Tref metal behave in accordance with the following relationship:

where:

Qg 1 .

a  crack growth rate at temperature T in m/s (or in/h) a = exp c- a - b da(K - K th)b

. 1 R T Tref Qg  thermal activation energy for crack growth where  130 kJ/mole (31.0 kcal/mole)

. R  universal gas constant a  crack growth rate at temperature T in m/sec (or in./hr)  8.314  10-3 kJ/mole-K (1.103  10-3 kcal/mole-°R)

Qg  thermal activation energy for crack growth T  absolute operating temperature at location of crack, K

 130 kJ/mole (31.0 kcal/mole) (or °R)

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  • 15 FIGURE 44.15A DETERMINISTIC CRACK GROWTH RATE CURVES FOR THICK-WALL ALLOY 600 WROUGHT MATERIAL AND FOR ALLOY 182/132 AND ALLOY 82 WELD MATERIALS [61,62]

FIGURE 44.15B LOG-NORMAL FIT TO 19 WELD FACTORS FOR SCREENED MRP DATABASE OF CGR DATA FOR ALLOY 82/182/132 [61,62]

Tref  absolute reference temperature used to normalize data then inserted into the appropriate crack growth relationship (alloy

 598.15 K (1076.67°R) 600, 82, or 182) at the component operating temperature and inte-

  power-law constant grated with time to predict crack size versus operating time at the

 1.5  10-12 at 325°C for a in units of m/s and K in applicable temperature.

. Figure 44.16 shows typical crack growth predictions for a cir-units of MPa m (2.47  10-7 at 617°F for a in units cumferential crack in a steep angle RPV top-head (CRDM) noz-of in/h and K in units of ksi in) zle. (Nozzles in the outer rings of vessel heads having the steepest falloy  1.0 for Alloy 182 or 132 and 1/2.6  0.385 for Alloy 82 angles between the nozzle and the head have been found to be forient  1.0 except 0.5 for crack propagation that is clearly controlling in terms of predicted growth rates for circumferential perpendicular to the dendrite solidification direction cracks). The analysis depicted in Fig. 44.16 assumed a through-K  crack-tip stress intensity factor, MPam (or ksiin) wall, 30 of circumference crack in the most limiting azimuthal

  exponent location of the nozzle at time zero, and predicted the operating time

 1.6 for it to grow to a size that would violate ASME Section XI flaw evaluation margins with respect to nozzle ejection (~300). It is Deterministic crack growth rate predictions have been per- seen that, even for relatively high RPV temperatures, operating formed for axial and circumferential cracking in RPV top- and times on the order of 8 years or greater are predicted for circumfer-bottom-head nozzles and in large-diameter butt welds [49,50]. ential nozzle cracks to propagate to a size that would violate Welding residual stresses are a primary factor contributing to ASME Section XI safety margins.

crack growth in all these analyses. Stress intensity factors versus Figure 44.17 shows similar crack growth predictions for a crack size, considering residual stresses plus operating pressure postulated circumferential crack in a large-diameter nozzle butt and thermal stresses are first computed in these studies. These are weld. Stress intensity factors were computed in this analysis for

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  • Chapter 44 FIG. 44.16 CRACK GROWTH RATE PREDICTIONS FOR CIRCUMFER-ENTIAL CRACKS IN RPV TOP-HEAD NOZZLE AT VARIOUS ASSUMED OPERATING TEMPERATURES INITIAL CRACK ASSUMPTION 30 THROUGH-WALL CRACK AT MAXIMUM STRESS AZIMUTH IN HIGH ANGLE NOZZLE.

a 6-to-1 aspect ratio crack in a large-diameter RPV inlet/outlet repair were assumed, little or no crack growth would be predict-nozzle, ranging in depths from 0.1 in. to 2.2 in. The nozzle was ed over the plant lifetime. For this same crack, including the conservatively assumed to have a large, inside surface repair, effect of the repair, the predicted time for a 0.1 in. deep crack to and the crack was assumed to reside in the center of that repair grow to 75% through-wall at a typical inlet nozzle temperature (i.e., in the most unfavorable residual stress region of the weld). (555F) is about 11 years.

The predicted crack growth in this case is fairly rapid for a typi- The strong effect of operating temperature is apparent in both cal outlet nozzle temperature, 602F, propagating to 75% crack growth analyses. The outlet nozzle analysis also demon-through-wall (the upper bound of ASME Section XI allowable strates the detrimental effect of weld repairs that were performed flaw sizes in piping) in about 3 years. Conversely, if no weld during construction at some plants.

FIG. 44.17 CRACK GROWTH RATE PREDICTIONS FOR CIRCUMFERENTIAL CRACKS IN RPV MAIN COOLANT LOOP DISSIMILAR METAL NOZZLE BUTT WELD AT OPERATING TEMPERATURES TYPICAL OF REACTOR INLET AND OUTLET NOZZLES INITIAL CRACK ASSUMPTION 0.1 0.6 INSIDE SURFACE CRACK AT MAXIMUM STRESS AZIMUTH IN NOZZLE WITH ASSUMED INSIDE SURFACE FIELD REPAIR.

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  • 17 FIG. 44.18 PROBABILITY OF NOZZLE FAILURE (NSC) AS A FUNCTION OF VARIATIONS IN TOP-HEAD TEMPERATURE AND INSPECTION INTERVALS 44.7.3 Probabilistic Analysis (e) modeling of the effects of inspections, including inspection Because of the large degree of statistical scatter in both the type, frequency, and effectiveness crack initiation and crack growth behavior of PWSCC in alloy A series of PFM analysis results is presented in [49], which cov-600 base metal and associated weld metals, probabilistic fracture ers a wide variety of conditions and assumptions. These include mechanics (PFM) analyses have been used to characterize the base cases, with and without inspections, and sensitivity studies to phenomenon in terms of the probabilities of leakage and failure evaluate the effects of various statistical and deterministic assump-

[49] for RPV top head nozzles. The analysis incorporates the fol-tions. The model was benchmarked with respect to field experience, lowing major elements:

considering the occurrence of cracking and leakage and of circum-(a) computation of applied stress intensity factors for circum- ferential cracks of various sizes. The benchmarked parameters were ferential cracks in various nozzle geometries as a function then used to evaluate the effects of various assumed inspection pro-of crack length and stresses grams on probability of nozzle failure and leakage in actual plants.

(b) determination of critical circumferential flaw sizes for noz- A sample of the results is presented in Figs. 44.18 and 44.19.

zle failure Figure 44.18 shows the effect of inspections on probability of (c) an empirical (Weibull) analysis of the probability of nozzle nozzle failure (Net Section Collapse, or ejection of a nozzle) for cracking or leakage as a function of operating time and tem- head operating temperatures ranging from 580F to 600F. A no-perature of the RPV head inspection curve is shown for each temperature. Runs were then (d) statistical analysis of PWSCC crack growth rates in the made assuming NDE inspections of the nozzles. Inspections were PWR primary water environment as a function of applied assumed to be performed at intervals related to head operating tem-stress intensity factor and service temperature perature (more frequent inspections for higher head temperatures, FIG. 44.19 PROBABILITY OF NOZZLE LEAKAGE AS A FUNCTION OF VARIATIONS IN TOP-HEAD TEMPERATURE AND INSPECTION INTERVALS

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  • Chapter 44 FIGURE 44.19A PRESSURIZER DISSIMILAR METAL BUTT WELD FLAW INDICATIONS COMPARED TO CRITICAL FLAW SIZE PROBABILITY ESTIMATES less frequent for lower temperatures). It is seen from the figure seen from this figure that all of the flaw indications detected were that the assumed inspection regimen is sufficient to maintain the far short of the sizes needed to cause a rupture. The probabilistic nozzle failure probability (per plant year) below a generally analysis also addressed the small but finite probability that larger accepted target value of 1  103 for loss of coolant accidents flaws may exist in uninspected nozzles, plus the potential for crack due to nozzle ejection. growth during future operating time until all the nozzles are Figure 44.19 shows similar results for the probability of leak- inspected (or mitigated) under MRP-139 [58] guidelines.

age from a top-head nozzle. It is seen from this figure that the same assumed inspection regimen maintains the probability of leakage at or about 6% for the cases analyzed. Analyses similar to 44.8 REPAIRS those reported in Figs. 44.18 and 44.19 have been used, in conjunc-tion with deterministic analyses, to define an industry-recommended When cracking or leakage is detected in operating nuclear inspection and corrective action program for PWR top heads that power plant pressure boundary components, including the reactor results in acceptable probabilities of leakage and failure. This vessel, repair or replacement may be performed in accordance work also constituted the basis for the inspection requirements with ASME BPVC Section XI [51].Section XI specifies that the incorporated in ASME Code Case N-729-1 [63]. flaws must be removed or reduced to an acceptable size in accor-Similar probabilistic analyses have been performed for PWSCC dance with Code-accepted procedures. For PWSCC in RPV alloy susceptible butt welds in pressurizer nozzles, as part of the effort 600 components, several approaches have been used.

documented in MRP-216 [59]. Analyses established the current expected flaw distribution based on pressurizer nozzle DMW 44.8.1 Flaw Removal inspections to date, (Table 44.1), estimates were made of the prob- For relatively shallow or minor cracking, flaws may be ability of cracking versus flaw size, and of crack growth rate ver- removed by minor machining or grinding. This approach is per-sus time. A plot of the flaw indications found to date, in terms of mitted by the ASME Code to eliminate flaws and return the com-crack length as percentage of circumference (abscissa) versus ponent to ASME Code compliance. However, this approach gen-crack depth as percentage of wall thickness (ordinate) is illustrated erally does not eliminate the underlying cause of the cracking.

in Figure 44.19a. Axial indications plot along the vertical axis There will still be susceptible material exposed to the PWR envi-(l/circumference = 0) in this plot, with leaking flaws plotted at a/t ronment that caused the cracking originally, and in some cases the

= 100%. Circumferential indications plot at non-zero values of susceptibility might be aggravated by surface residual stresses l/circumference, at the appropriate a/t. Clean inspections are plot- caused by the machining or grinding process. Simple flaw ted randomly in a 10% box near the origin, to give some indication removal is thus not considered to be a long-term repair, unless of inspection uncertainty. Also shown on this plot are loci of criti- combined with some other form of mitigation. However, in the cal flaw sizes based on an evaluation of critical flaw sizes present- short term, for example, where future component replacement is ed in Ref. [59]. 50th and 99.9th percentile plots are shown. It is planned, it may be a viable approach for interim operation.

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  • 19 FIG. 44.21 SCHEMATIC OF WELD OVERLAY REPAIR APPLIED TO RPV OUTLET NOZZLE problem. Although WOLs, shown in Fig. 44.21, do not eliminate the PWSCC environment from the flaw as in the flaw embedment process, the repair has been shown to offer multiple improve-ments to the original pipe welds, including the following:

(a) structural reinforcement FIG. 44.20 SCHEMATIC OF RPV TOP-HEAD NOZZLE (b) resistant material FLAW EMBEDMENT REPAIR (c) favorable residual stress reversal Weld overlays also offer a significant improvement in inspec-44.8.2 Flaw Embedment tion capability, because once a weld overlay is applied, the Surface flaws are much more significant than embedded flaws required inspection coverage reduces to just the weld overlay from a PWSCC perspective, because they continue to be exposed material plus the outer 25% of the original pipe wall, often a to the PWR primary water environment that caused the crack and much easier inspection than the original dissimilar metal weld that can lead to continued PWSCC flaw growth after initiation. (DMW) inspection.

Accordingly, one form of repair is to embed the flaw under a Weld overlay repairs have been recognized as a Code-accept-PWSCC-resistant material. Figure 44.20 shows an embedment able repair in an ASME Section XI Code Case [52] and accepted approach used by one vendor to repair PWSCC cracks or leaks in by the U.S. NRC as a long-term repair. They have also been used, top-head nozzles and welds. The PWSCC-susceptible material, albeit less extensively, to repair dissimilar metal welds at nozzles shown as the cross-hatched region in the figure, is assumed to be in BWRs.

entirely cracked (or just about to crack). PWSCC-resistant material, The weld overlay repair process was first applied to a PWR typically alloy 52 weld metal, is deposited over the susceptible large-diameter pipe weld (on the Three Mile Island 1 pressurizer material. The assumed crack is shown to satisfy all ASME BPVC to hot-leg nozzle) in the fall of 2003. Since that time, as part of Section XI flaw evaluation requirements, in the absence of any the MRP-139 inspection effort described in para. 44.5.6, over 200 growth due to PWSCC, since the crack is completely isolated weld overlays have been applied to pressurizer nozzle dissimilar from the PWR environment by the resistant material. Note that metal butt welds. Part of the reason for this trend is that many the resistant material in this repair must overlap the susceptible pressurizer nozzles were unable to be volumetrically inspected to material by enough length in all directions to preclude new cracks achieve the required examination coverage in their original con-growing around the repair and causing the original crack to be figuration. By applying weld overlays, in addition to mitigating reexposed to the PWR environment. Although this repair the welds, their inspectability was enhanced such that post over-approach has been used successfully in several plants, there have lay ultrasonic exams could be performed in accordance with been many incidents in which nozzles repaired by this approach applicable requirements. Technical justification for the WOL during one refueling outage have been found to be leaking at the process as a long-term repair is documented in Ref. [53].

subsequent outage. These occurrences were attributed to lack of Requirements for weld overlays in PWR systems, including their sufficient overlap of the repair, because it is sometimes difficult to use as mitigation as well as repair, is documented in Ref. [60].

distinguish the exact point at which the susceptible material ends (for instance the end of the J-groove weld butter and the begin- 44.8.4 Weld Replacement ning of the RPV cladding in Fig. 44.20). Finally, the flawed weld may be replaced in its entirety. In PWR top-head nozzles, this process has been implemented extensively by 44.8.3 Weld Overlay relocating the pressure boundary from the original PWSCC-Another form of repair that has been used extensively to repair susceptible J-groove weld at the inside surface to a new weld at the cracked and leaking pipe welds is the weld overlay (WOL). midwall of the RPV head (see Fig. 44.22). With this repair Illustrated schematically in Fig. 44.21, WOLs were first con- approach, the PWSCC-susceptible portion of the original J-groove ceived in the early 1970s as a repair for IGSCC cracking and weld and buttering is left in the vessel, but it is no longer part of leakage in BWR main coolant piping. Over 500 such repairs have the pressure-retaining load path for the nozzle. The lower portion of been applied in BWR piping ranging from 4 in. to 28 in. in diam- the original nozzle is first removed by machining to a horizontal ele-eter, and some weld overlay repairs have been in service for over vation above the J-groove weld (left-hand side of Fig. 44.22). A 20 years, with no evidence of any resumption of the IGSCC weld prep is produced on the bottom of the remaining portion of

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  • Chapter 44 FIG. 44.22 SCHEMATIC OF RPV TOP-HEAD NOZZLE WELD REPLACEMENT REPAIR the nozzle, and a new, horizontal weld is made between the original (a) Zinc Additions to Reactor Coolant. Laboratory tests indicate nozzle and the bore of the RPV head (righthand side of Fig. 44.22). that the addition of zinc to reactor coolant significantly slows The new weld is made with PWSCC-resistant material (generally down the rate of PWSCC initiation, with the improvement alloy 52 weld metal), and the surface of the weld is machined for factor increasing as the zinc concentration increases [29].

NDE. The repair process still leaves some portion of the original The improvement factor (slowdown in rate of new crack ini-PWSCC-susceptible alloy 600 nozzle in place, potentially in a high tiation) shown by tests varies from a factor of two for 20 ppb residual stress region at the interface with the new weld. However, a zinc in the coolant to over a factor of ten for 120 ppb zinc.

surface treatment process, such as roll peening or burnishing, has The effect of zinc on crack growth rate is not as certain, with been applied to this interface in many applications to reduce poten- some tests indicating a significant reduction in crack growth tial PWSCC concerns. Experience with this repair process has been rate but others indicating no change. Further testing is under-good, in terms of subsequent leakage from repaired nozzles, and in way under EPRI sponsorship (as of 2004) to clarify the most cases the repair need only survive for one or two fuel cycles, effects of zinc on crack growth rate. As of mid-2004, evalu-because, once PWSCC leakage is detected in an RPV head, com- ation of plant data, especially the data for a two-unit station mon industry practice has been to schedule a future head replace- with PWSCC at dented steam generator tube support plates, ment (not because of the repaired nozzle, but because of concerns is encouraging but not conclusive with regard to whether use that other nozzles are likely to be affected by the problem leading to of zinc is reducing the rate of PWSCC. The uncertainty is the costly future inspections, repairs, and outage extensions). result of changes in inspection methods simultaneously with changes in zinc concentration.

(b) Adjustments of Hydrogen Concentration. The EPRI PWR 44.9 REMEDIAL MEASURES Primary Water Chemistry Guidelines require the hydrogen concentration in the primary coolant to be kept between 25 44.9.1 Water Chemistry Changes and 50 cc/kg [28]. As discussed in the Guidelines and sum-Three types of water chemistry changes that could affect the marized above in para. 44.3.4, the rate of PWSCC initiation rate of PWSCC are zinc additions to the reactor coolant, adjust- and rate of PWSCC crack growth both seem to be affected ments to hydrogen concentration, and adjustments to lithium by the hydrogen concentration, with lower concentrations concentration and pH. The factors are described below. being more aggressive at lower temperature and higher

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  • 21 concentrations at higher temperature. Depending on the not all of the specimens were fabricated from the same heat of plant situation as far as which parts are at most risk of material. Therefore, there were differences in material PWSCC PWSCC, and depending on the temperature at those parts, susceptibility in addition to differences in remedial measure effec-there may be some benefit, such as an improvement factor tiveness. The methods used to correct for differences in specimen of about 1.2, in operating at hydrogen concentrations at PWSCC susceptibility are discussed in the paper.

either end of the allowed range. In the longer term, The remedial measures fell into three main effectiveness groups.

increased benefit may be achieved by operating slightly outside of the allowed range (e.g., at 60 cc/kg), although (a) most effective this will require confirmation that the change does not (1) waterjet conditioning result in some other undesirable effects. (2) electro mechanical nickel brush plating (c) Adjustments of Lithium Concentration and pH. As dis- (3) shot peening cussed in para. 44.3.4, some tests indicate that the rate of PWSCC initiation is increased by increases in lithium con- (b) intermediate effectiveness centration and pH, e.g., by factors ranging from about 1.15 (1) electroless nickel plating to 2.0. On the other hand, increases in lithium and pH pro- (2) GTAW weld repair vide proven benefits for reducing the potential harmful (3) laser weld repair deposit buildup on fuel cladding surfaces and for reducing shutdown dose rates [28]. Based on these opposing trends, (c) least effective plants can select a lithium/pH regime that best suits their (1) EDM skim cutting needs, i.e., does not involve substantial risks of aggravating (2) laser cladding PWSCC, while still providing benefits for reducing fuel (3) flapper wheel surface polishing deposits and shutdown dose rates. When evaluating the pos-sible risks to PWSCC of increasing lithium and pH, it As of May 2005, it is not believed that any of these remedial should be noted that crack growth rate tests show no harm- measures had actually been applied to a reactor vessel in the field.

ful effect while crack initiation tests do. The data from crack growth rate tests are considered to be more reliable, and it is 44.9.4 Stress Improvement recommended that they be given greater weight than the To mitigate against the IGSCC problem in BWR piping, many results from crack initiation tests. An additional considera- plants implemented residual stress improvement processes. These tion is that the use of zinc can provide a stronger benefit were performed both thermally (induction heating stress improve-than the possible deficit associated with increases in lithium ment or IHSI) and by mechanical means (mechanical stress and pH, and, thus, can make use of a combined zinc adjust- improvement process or MSIP). As described above, residual ment and increase in lithium and pH attractive. stresses play a major role in susceptibility to both IGSCC and PWSCC, because large piping butt welds tend to leave significant 44.9.2 Temperature Reduction residual stresses at the inside surfaces of the pipes, especially when field repairs were performed during construction. Both To date, a main remedial measure applied in the field for RPV stress improvement processes have been demonstrated to reverse top-head PWSCC has been modification of the reactor internals the unfavorable residual stresses, leaving compressive stresses on package to increase bypass flow through the internals flange the inside surface of the pipe, which is exposed to the reactor region and, thereby, reduce the head temperature. The lower head environment. MSIP has also been applied to PWSCC-susceptible temperature is predicted to reduce the rates of crack initiation and butt welds in PWR piping, primarily dissimilar metal welds at growth based on the thermal activation energy model, as shown in vessel nozzles, such as the V.C. Summer outlet nozzle cracking Table 44.1. However, experience in France suggests that PWSCC problem described above. As long as the stress improvement may occur at head temperatures close to the reactor cold-leg tem-process is applied relatively early in life, when cracking has not perature. This is especially significant given PWSCC of two initiated or grown to significant depths, it clearly constitutes a South Texas Project Unit 1 BMI nozzles at a temperature of about useful remedial measure that can be applied to vessel nozzles, 565F. The South Texas Project experience shows that materials eliminating one of the major factors that contribute to PWSCC.

and fabrication-related factors can result in PWSCC at tempera-One of the benefits of the weld overlay process described above tures lower than otherwise expected.

to repair PWSCC-cracked butt welds is that it reverses the resid-ual stress pattern in the weld, resulting in compressive stresses on 44.9.3 Surface Treatment the inside surface. Thus, a novel mitigation approach that is being EPRI has sponsored tests of a range of mechanical remedial explored at several plants is the application of weld overlays pre-measures for PWSCC of alloy 600 nozzles. Results of these tests emptively, before cracking is discovered. Applying a preemptive were reported by Rao at the Fontevraud 5 Symposium [54]. The WOL in this manner produces the same remedial benefits remedial measures test program consisted of soliciting remedial described above for the stress improvement processes, but also measures from vendors, fabricating full-diameter and wall-thickness places a PWSCC-resistant structural reinforcement on the outer ring specimens from archive CRDM nozzle material, installing surface of the pipe. So, if the favorable residual stresses were to specimens in rings that locked in high residual stresses on the relax in service, or for some reason be ineffective in arresting the specimen inside surface, applying the remedial measures to the PWSCC phenomenon, the PWSCC-resistant overlay would still stressed surface, and then testing the specimens in doped steam provide an effective barrier against leakage and potential pipe with hydrogen overpressure at 400C (750F). The specimens rupture. Moreover, the revised inspection coverage requirements were removed from the autoclave at intervals and inspected for specified for WOLs apply to such preemptive overlays, providing SCC. A complicating factor in interpreting the test results is that the added benefit of enhanced inspectability [52].

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  • Chapter 44 44.9.5 Head Replacement 44.10.3 Assessing Risk of Rupture and Core Damage The most obvious way to address RPV top-head cracking Due to Nozzle Ejection issues is head replacement. Approximately one-third of operating The risk of nozzle ejection (net section collapse) is determined PWRs in the United States have replaced their heads or have using methods such as described in para. 44.6.2.

scheduled head replacements in the near future. Such head replacements take advantage of the lessons learned to date regard- 44.10.4 Assessing Risk of Rupture and Core Damage ing the PWSCC phenomenon, and the new heads are generally Due to Boric Acid Wastage produced so as to eliminate all PWSCC-susceptible materials, The risk of failure of the carbon or low-alloy steel reactor ves-replacing them with resistant materials (alloy 690 and associated sel head by boric acid wastage is determined using methods such weld metals alloys 52 and 152). RPV head replacement is a key as described in para. 44.6.3.

aspect of strategic planning to address the alloy 600 problem in PWRs, and is performed as part of a coordinated alloy 600 main- 44.10.5 Identifying Alternative Life Cycle tenance program that addresses steam generator, pressurizer, and Management Approaches piping issues as well as the RPV. An important step in developing a life cycle management plan is to identify the alternative approaches that can be considered.

These alternatives can include the following:

44.10 STRATEGIC PLANNING (a) continue to inspect and repair indefinitely without applying Within constraints posed by regulatory requirements, utilities remedial measures.

are free to develop a strategic plan that ensures a low risk of leak- (b) apply remedial measures, such as lowering the vessel head age, ensures an extremely low risk of core damage, and results in temperature by increasing bypass flow through the vessel the lowest net present value (NPV) cost consistent with the first internals flange, adding zinc to the primary coolant, and two criteria. Development of a strategic plan for RPV top-head water-jet conditioning the wetted surface of nozzles and nozzles was described by White, Hunt, and Nordmann at the 2004 welds to remove small flaws and leave the material surface ICONE-12 conference [55]. The strategic planning process was with a compressive residual stress.

based on life cycle management approaches and NPV economic (c) replace the vessel head as quickly as possible.

modeling software developed by EPRI [56,57]. (d) replace the vessel head shortly after detecting the first The main steps in the strategic planning process are as follows: PWSCC cracks.

(e) use other approaches identified.

(a) predicting time to PWSCC (b) assessing risk of leaks Each of these alternatives must be studied to determine the (c) assessing risk of rupture and core damage due to nozzle difficulty of application, the likely effectiveness, and the effect of ejection the change on required inspections. For example, head replace-(d) assessing risk of rupture and core damage due to boric acid ment may involve the need to cut an access opening in the con-wastage tainment structure or to procure a new set of CRDMs to allow the (e) identifying alternative life cycle management approaches head changeout to be performed quickly, so as to not adversely (f) evaluating economically the alternative management affect the refueling outage time. If openings must be cut in con-approaches tainment, consideration should also be given to the possible need While the paper and following discussion are based on RPV to cut other openings in the future, such as for steam generator or top-head nozzles, the same basic approach can be applied to BMI pressurizer replacements. Consideration must also be given to the nozzles and butt welds. disposal of a head after it is replaced.

44.10.1 Predicting Time to PWSCC 44.10.6 Economic Evaluations of Alternative Predictions of the time to PWSCC crack initiation are Management Approaches described in para. 44.7.1. The predictions are typically based on a Most life cycle management evaluations include economic statistical distribution such as a two-parameter Weibull or log- analyses to determine the NPV cost of each alternative. The NPV normal model. Predictions are most accurate if based on plant- cost is the amount of money that is required today to pay all pre-specific repeat inspections showing increasing numbers of dicted future costs, including the effects of inflation and the dis-cracked nozzles. If such data are not available, then predictions count rate. Inputs to an LCM economic analysis typically include are typically based on data for other similar plants (e.g., design, the following:

material, operating conditions) with corrections for differences in operating time and temperature. (a) costs of planned preventive activities including inspections, remedial measures, and replacements.

44.10.2 Assessing Risk of Leaks (b) predicted failure mechanisms (e.g., cracks, leaks, and rup-The risk of leakage at a particular point in time (typically refu- ture) and failure rates.

eling outage number) is typically determined by a probabilistic (c) costs for corrective maintenance in the event of a failure (Monte-Carlo) analysis using the distribution of predicted time to including the cost to make the repair, the estimated value of crack initiation (para. 44.7.1), crack growth (para. 44.7.2), and lost production, and an allowance for consequential costs such other probabilistic modeling techniques (para. 44.7.3). The proba- as increased regulatory scrutiny. Consideration should be bilistic analysis should include a sensitivity study to identify the given to the fact that a major incident such as the Davis-Besse most important analysis input parameters, and these important RPV head wastage can result in lost production and conse-parameters should be reviewed to ensure that they can be substan- quential costs far higher than the cost to replace the affected tiated by available data. component.

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  • 23 FIG. 44.23 TYPICAL RESULTS OF STRATEGIC PLANNING ECONOMIC ANALYSIS FOR RPV HEAD NOZZLES Figure 44.23 shows typical results of a strategic planning (Seche et Aqueuse), Organisé a Saclay les 29-s30 juin et 1er juillet 1959, analysis with economic modeling. North Holland Publishing Cy, Amsterdam, Pays-Bas, 1960.

The final step in the economic evaluation is to review the pre- 10. Copson HR, Berry WE. Corrosion of Inconel Nickel-Chromium dictions in light of other plant constraints, such as planned plant Alloy in Primary Coolants of Pressurized Water Reactors. Corrosion life, potential power uprates, budget constraints, and the availability 1962;18:21t-26t.

of replacement heads. In many cases, the alternative with the low- 11. Copson HR, Dean SW. Effect of Contaminants on Resistance to Stress est predicted NPV cost may not represent the best choice. Corrosion Cracking of Ni-Cr Alloy 600 in Pressurized Water.

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