Hydriding Induced Corrosion Failures in BWR Fuel · Corrosion Features • Elevated, coalesced...

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Hydriding Induced Corrosion Failures in BWR Fuel Dan Lutz 1 , Yang-Pi Lin 2 , Randy Dunavant 2 , Rob Schneider 2 , Hartney Yeager 2 , Aylin Kucuk 3 , Bo Cheng 3 , Jim Lemons 4 1 Global Nuclear Fuel – Americas, Sunol, CA. 2 Global Nuclear Fuel – Americas, Wilmington, NC 3 Electric Power Research Institute, Palo Alto, CA 4 Tennessee Valley Authority, Chattanooga, TN ASTM 17th International Symposium on Zirconium in the Nuclear Industry, Hyderabad, India

Transcript of Hydriding Induced Corrosion Failures in BWR Fuel · Corrosion Features • Elevated, coalesced...

Hydriding Induced Corrosion Failures in BWR Fuel Dan Lutz1, Yang-Pi Lin2, Randy Dunavant2, Rob Schneider2, Hartney Yeager2, Aylin Kucuk3, Bo Cheng3, Jim Lemons4

1 Global Nuclear Fuel – Americas, Sunol, CA. 2 Global Nuclear Fuel – Americas, Wilmington, NC 3 Electric Power Research Institute, Palo Alto, CA 4 Tennessee Valley Authority, Chattanooga, TN

ASTM 17th International Symposium on Zirconium in the Nuclear Industry, Hyderabad, India

Outline

• Key features of corrosion failures • Summary of failure mechanism • Unresolved issues

– Environmental factor contribution – Hydride localization under BWR conditions

• Results • Implications of environmental factor to the

BWR fleet

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Corrosion Failures • Browns Ferry 2, Cycle 12 (2001 – 2003)

– 63 assemblies (9x9), starting at ~30 GWd/MTU, 7 month into 24 month cycle

– Only second cycle fuel failed – Cladding type: Zircaloy-2 with barrier, over 3 million fuel rods

experience base – Failed rods from multiple ingots; initial failures involved low

alloy content, common lot material operated successfully in 12 other reactors to end-of-life

– Two rounds of hot cell investigations for root cause and failure mechanism

• Browns Ferry 3, Cycle 11 (2002 – 2003) – 3 assemblies, near end of 3 cycle life – 1 assembly discharged after 1 cycle, not corrosion related

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Corrosion Features • Elevated, coalesced nodular corrosion and oxide spallation

• Excessive corrosion, spallation, hydriding and the primary failure perforations near 2.4 m (95 in) and above

• Low corrosion at assembly spacer (Zircaloy-2 ferrule with Inconel springs) locations

• Large azimuthal variation in corrosion Spacer

Location

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Oxide + Crud thickness Mostly oxide

Failure Mechanism • Schardt et al, “Fuel Corrosion Failures in the Browns Ferry Nuclear Plant,” 2004 International Meeting on LWRFP, Orlando, FL, September

2004. • Lutz et al, “Investigation of BWR Fuel Failures,” TopFuel 2012, Manchester, UK, September 2012.

• Elevated corrosion on cladding with inadequate corrosion resistance for the exposed environment resulting in high hydrogen pickup

• Spallation of oxide locally • Hydrogen localization leading to hydride lens near cladding OD • Cladding stressed from cladding creep down and pellet expansion • Failure from cracks initiated in brittle hydride

• Shared similarity in corrosion characteristics with previous CILC from 1970 - 1980s: failure involved crud intrusion into oxide, thermal insulation and autocatalytic corrosion

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Sound Rod

Failed Rod

Unresolved Issues

• Environmental factor for elevated corrosion – Material factor alone cannot explain elevated

corrosion; expect coolant water chemistry effect – Coolant’s role in the failures not readily

identifiable from review of water chemistry data • Hydrogen localization under BWR conditions

– Are local thermal gradients at discontinuities in oxide thickness sufficient to cause localization?

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Hydride Localization

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Oxide

Cladding

Crud

Oxide spalling

Oxide plateau

Objectives and Scope

• Environmental – SIMS analyses of oxide (Failed vs. sound, plants, elevation

and common material)

– Assess hideout return investigation data (water chemistry during reactor shutdown)

• Hydrogen localization under BWR conditions – Finite element simulation

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Samples Analyzed Using SIMS Sample Assembly Rod Condition

Rod Average Exposure

(GWd/MTU) Reactor

Insertion Date

Residence Time

(Days)

Sample Elevation (mm/inch)

Average Oxide

Thickness (microns)

A YJS734 H2 Failed 47.3 BF2 May 1999 1211 ~2286 / 90 n/a*

B YJK363 B3 Sound 35.1 BF2 Oct 1997 1751 ~3023 / 119 21.1

C YJ1380 D1 Sound 68.9 L Jul 1992 2708 ~2413 / 95 21.5

D YJS614 G9 Sound 34.5 BF2 May 1999 1040 ~3023 / 119 21.9

E YJS616 B8 Sound 41.1 BF2 May 1999 1040

724 / 28.5 28

F 2311 / 91 23*

G YJN587 E9 Sound 17.0 BF3 Oct 1998 548

762 / 30 18

H 2362 / 93 17

I YJP354 E8 Sound 44.0 H Nov 1998 1498

699 / 27.5 18

J 2286 / 90 10

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* Severely Spalled

Sound Rod, Heavy corrosion

Earlier Reload

Another BWR Early discharge Light corrosion

Failed Rod

1 Cycle Rod

Common Lot (to E and F)

Li in Oxide: SIMS Line Scans D, Plant BF2

C, Plant L

METAL

METAL

METAL

• High Li level in failed BF2 rod • Lower Li level in sound, low corrosion BF2 rod • Low Li in sound rod from plant L • 6Li implies natural source

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Failed BF2 H2

Line Scans • High [Li] with 6Li in sound

BF2 rod at upper elevation confirmed.

• 1 cycle BF3 rod shows lower [Li], higher and with 6Li at upper elevation

• 3 cycle Plant H rod shows low [Li]; trend with elevation reversed compared with BF2 and BF3 rods

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E: BF2 B8 ~2 ppm

F: BF2 B8 ~300 ppm

G: BF3 E9 <1 ppm

H: BF3 E9 ~3 ppm

I: H E8 ~3 ppm

J: H E8 <1 ppm

Lower elevation Upper elevation

SIMS Imaging

Association of Li and B implies similar trapping site and entry path from coolant

BF2 B8 Upper elevation

BF3 E9 Upper elevation

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OXIDE CRUD

METAL OXIDE

Hideout Return, BF2 and H, Feb 2003

After: Shutdown Hideout Return Chemistry at Browns Ferry-2 and Hatch-2. EPRI, Palo Alto, CA: 2004. 1009448

Reactor Hot Full power

Reactor Hot Zero power

Reactor Cold Zero power

• Plant H had cladding common to failed BF2 rods

• No corrosion failures at Plant H

• Li below detection limit at Plant H in hideout return study (detected in SIMS)

• Sulfate, chloride, Ca return also higher at BF2 relative to Plant H

• Steady state sulfate and chloride reflect hideout return results

• Concentration factor 103 - 104 predicted for BWR; possible ppm level of Li in BF2

• Together with SIMS results indicative of environmental factor effect

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Hydrogen Localization Model

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Fuel Cladding Thickness, TH 0.7 mm

Fuel Cladding Section Axial Height Modeled, HT 25 mm

Thick Oxide Thickness, OXTHICK 60

30 microns

Spall Depth or Oxide Plateau Height, OXTHIN 45/15

15 microns

Axial Height of Spall or Thin Oxide Plateau,

OXHT � 2.5 mm, Spall0.25 mm, Plateau mm

LHGR 250 (7.6) W/cm (kW/ft)

𝑄𝑄𝛼𝛼∗

𝑅𝑅 3015𝐾𝐾 Ref. [3]

𝑄𝑄𝛿𝛿∗

𝑅𝑅 653𝐾𝐾 Ref. [3]

𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇 1.28 × 105𝑒𝑒−36540𝑅𝑅𝑇𝑇� 𝑝𝑝𝑝𝑝𝑝𝑝 Ref. [4]

𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇 � 1.07 × 104𝑒𝑒−21028

𝑅𝑅𝑇𝑇� 𝑝𝑝𝑝𝑝𝑝𝑝 𝑇𝑇 ≤ 533𝐾𝐾 5.26 × 104𝑒𝑒−28068

𝑅𝑅𝑇𝑇� 𝑝𝑝𝑝𝑝𝑝𝑝 𝑇𝑇 > 533𝐾𝐾

Ref. [4]

ID O/M Interface

𝑇𝑇𝛼𝛼(0) 2.17 × 10−3 𝑐𝑐𝑝𝑝

2

𝑠𝑠 Ref. [3]

𝑇𝑇𝛿𝛿(0) 1.09 × 10−3 𝑐𝑐𝑝𝑝

2

𝑠𝑠 Ref. [3]

𝑄𝑄𝛼𝛼𝑅𝑅

4170𝐾𝐾 Ref. [3] 𝑄𝑄𝛿𝛿𝑅𝑅

5730𝐾𝐾 Ref. [3] 𝑄𝑄∗

Thermal Gradient

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Oxide Spalling: • ∆T increases with oxide

discontinuity (OXTHICK – OXTHIN) • Oxide thickness (OXTHICK) affects

temp at ID and O/M interface • ∆T not strongly sensitive to oxide

thickness (OXTHICK)

Clad Thickness, TH (mm)

Axi

al H

eigh

t, H

T/2

(mm

)

OD ∆T = 5ID ∆T = 5

250 W/cm60 µm oxide layer15 µm discontinuity

0 0.2 0.4 0.60

5

10

320330340

Clad Thickness, TH (mm)

Axi

al H

eigh

t, H

T/2

(mm

)

OD ∆T = 16ID ∆T = 15

250 W/cm60 µm oxide layer45 µm discontinuity

0 0.2 0.4 0.60

5

10

310320330340

317°C 349°C 317°C 349°C

Clad Thickness, TH (mm)

Axi

al H

eigh

t, H

T/2

(mm

)

OD ∆T = 3ID ∆T = 1

250 W/cm60 µm oxide layer15 µm discontinuity

0 0.2 0.4 0.60

5

10

320330340

Clad Thickness, TH (mm)

Axi

al H

eigh

t, H

T/2

(mm

)

OD ∆T = 10ID ∆T = 5

250 W/cm60 µm oxide layer45 µm discontinuity

0 0.2 0.4 0.60

5

10

310320330340

317°C 349°C 317°C 349°C

Oxide Plateau: • Similar trend as Oxide Spalling

cases • ∆T less than corresponding Oxide

Spalling cases

ID O/M Interface

Hydrogen Diffusion

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Agreement with data from Sawatzky and Vogt (Mathematics of Thermal Diffusion of Hydrogen in Zircaloy-2, AECL-1411, 1971.)

Oxide Discontinuity and Hydride Localization

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Oxide Spalling: • Localization increases with H

content and ∆T • 5 oC ∆T can cause localization

with 200 ppm H • No significant localization at 100

ppm H, even at 16 oC ∆T • Localization not sensitive to oxide

thickness (OXTHICK), similar ∆T

Oxide Plateau: • Similar trend as Oxide Spalling

cases • Less localization due to lower ∆T • 3 oC ∆T insufficient to cause

localization with 200 ppm H

60/15 micron oxide/plateau

60/45 micron oxide/plateau

60/15 micron oxide/spall

60/45 micron oxide/spall

1000 hrs

1000 hrs

Hydride Localization

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• Hydride localization possible if H is high (above 100 ppm) and with

sufficient ∆T from elevated corrosion and spalling (and high heat flux) – all needed for failure mechanism to operate

Hydride Localization

Implications / Discussion

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• Corrosion failures result from inadequate cladding corrosion resistance for the environment

• Li in oxide associated with corrosion failures – Control blade absorber tube leakage (B4C) can be a source of 7Li,

consistent with Li and B association but B4C leakage is common; presence of 6Li implies natural source

• Evidence of underperforming water chemistry cleanup system, e.g. sulfate spikes indicative of degraded cation resin

• Since the corrosion failures, cladding corrosion resistance and water chemistry control improved (Fe & Zn control, filter efficiency, monitoring)

• Confirmation of environmental factor provides added assurance for preventive measures

• No recurrence in ~10 years

Summary • Elevated corrosion associated with Li in oxide, indicating

environmental factor; Li as initiator not proven • Hideout return study supported higher concentration of

multiple species, including Li, than in reference plant • Finite element modeling confirm significant thermal gradient

associated with oxide spall or plateau can cause hydride localization if sufficient hydrogen is present

• Failure mechanism: cracking of brittle hydride under stress; hydride localization from thermal gradient at discontinuities of thick oxide; elevated corrosion from inadequate cladding corrosion resistance under demanding environment

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