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Chemistry of Water Contacting Engineered Barriers Roberto T. Pabalan Center for Nuclear Waste Regulatory Analyses Southwest Research Institute ® , San Antonio, Texas Contributors: M. Juckett and L. Yang NWTRB Workshop on Localized Corrosion of Alloy 22 in Yucca Mt. Environments Las Vegas, Nevada, September 25-26, 2006
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Page 1: Chemistry of Water Contacting Engineered Barriers. · • Mode and rate of corrosion of engineered barriers will depend on water chemistry • Chemistry of water will be altered by

Chemistry of Water Contacting Engineered Barriers

Roberto T. PabalanCenter for Nuclear Waste Regulatory Analyses

Southwest Research Institute®, San Antonio, Texas

Contributors:M. Juckett and L. Yang

NWTRB Workshop on Localized Corrosionof Alloy 22 in Yucca Mt. Environments

Las Vegas, Nevada, September 25-26, 2006

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Outline of Presentation

• Introduction• Objectives of CNWRA Studies on In-Drift Water

Chemistry• Key Points• Technical Approach• Results• Summary

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• Mode and rate of corrosion of engineered barriers will depend on water chemistry

• Chemistry of water will be altered by coupled thermal-hydrological-chemical processes

Introduction

Brine

– Deliquescence of inorganic salts

– Evaporation of initially dilute seepage water

H2 O H 2O

Brine

Deliquescence Evaporation

Waste Package

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4

0

50

100

150

200

250

10 100 1000 10000 100000Time, yr

WP

Tem

p, °

C

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

Rel

Hum

idity

II. Potential brine period

Potential localized corrosion periodI.

Pote

ntia

l per

iod

for e

lev.

T c

orro

sion

Introduction (Cont’d.)

• Environment I– No seepage (due to

elevated temperature)– Brines from deliquescence

of inorganic salts– Potential corrosion at

elevated temperatures

• Environment II– Brines formed by

evaporation of initially dilute seepage water

Potential Corrosion Environments

Calculated Waste Package Temperature and Relative Humidity for a Degraded Drift Scenario

Dry systemWP

Temp

Rel. H

umidit

y

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5

Objectives of CNWRA Studies on In-Drift Water Chemistry

• Determine the range in chemistry of waters that could contact the engineered barriers at Yucca Mountain

• Review the DOE technical bases for TSPA abstractions• Abstract the results into the NRC Total-system

Performance Assessment (TPA) code (O. Pensado, this workshop)

• Guide laboratory studies– Corrosion of Alloy 22 in salt environments at elevated temperature

(L. Yang, this workshop)– Integrated tests on corrosion and evolution of near-field chemistry

(D. Dunn et al., MRS 2006)– Deliquescence of Yucca Mountain dust salts (M. Juckett,

Goldschmidt 2006)

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Key Points

• Dust deliquescence appears unlikely to promote localized corrosion

– High proportion of localized corrosion inhibitors in dust samples from Yucca Mountain and vicinity

– Possible general corrosion and localized corrosion are being studied (uncertain at this time if inhibitors are effective at elevated temperatures)

– Additional characterization of dust salt chemistry is needed• Evaporation of seepage waters could form brines that

support localized corrosion of Alloy 22– Further work is underway to update thermodynamic analyses

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Technical Approach

• Thermodynamic modeling– Evaporation of initially dilute seepage waters (e.g., ranges

in concentrations of corrosive species and corrosion inhibitors)

– Deliquescence behavior of salts and salt mixtures (effect of composition; time and temperature of brine formation)

• Modeling supported by deliquescence measurements (e.g., Yang et al., 2006)

• Sampling and characterization of dusts at Yucca Mountain

– Chemistry of potential deliquescent salts

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Thermodynamic Modeling

• Thermodynamic codes: Environmental Simulation Program (ESP) and StreamAnalyzer

– Steady-state process simulators for evaluating aqueous chemical processes in industrial and environmental applications (OLI Systems, Inc., Morris Plains, NJ)

– Large thermodynamic database

– Temperature and pressure limits: 300 °C, 1500 bar– Concentration limit

• ~ 30 molal (standard electrolyte model)

• Pure (fused) salt (mixed-solvent electrolyte model)

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Thermodynamic Modeling of Seepage Water Evaporation

– Seepage water assumed similar to ambient YM porewaters

– Neglected interactions with natural and in-drift engineered materials

HCO3-

+ CO32-

0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0

Ca2+

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

SO42-

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

Ca-Cl

Neutral

Alkaline

• Chemistry data (+) on YM unsaturated zone porewaterspublished by USGS (Yang et al., 1996, 1998, 2003)

• Data on selected samples (●) used as input

• Supplemented by chemical divide approach– Three brine types: calcium-chloride, neutral, and alkaline

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pH2 4 6 8 10 12

Brin

e Ty

pe

Ca-Cl

Neutral

Alkaline

Ca2+ (moles/kg H2O)10-1210-1110-10 10-9 10-8 10-7 10-6 10-5 10-4 10-3 10-2 10-1 100 101 102

Ca-Cl

Neutral

Alkaline

Cl- (moles/kg H2O)

0 5 10 15 20 25

Brin

e Ty

pe

Ca-Cl

Neutral

Alkaline

NO3- (moles/kg H2O)

0.001 0.01 0.1 1 10 100

Ca-Cl

Neutral

Alkaline

F- (moles/kg H2O)10-7 10-6 10-5 10-4 10-3 10-2 10-1 100

Ca-Cl

Neutral

Alkaline

Thermodynamic Modeling of Evaporation — Results for 110 °C and 0.85 atm

Mg2+ (moles/kg H2O)10-12 10-11 10-10 10-9 10-8 10-7 10-6 10-5 10-4 10-3 10-2 10-1 100 101

Ca-Cl

Neutral

Alkaline

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11

Ratio of Σ(inhibitors*) to Cl-*(NO3,SO4,HCO3,CO3)

10-4 10-3 10-2 10-1 100

Brin

e Ty

pe

Ca-Cl

Neutral

Alkaline Window of Susceptibility to

Localized Corrosionof Alloy 22

• Some brines have high Cl–and F– concentration

Note: Low ratio of Σ(inhibitors) to Cl– is partly due to formation of CaNO3

+ and NaNO3 aqueous complexes, which have uncertain thermodynamic data

F- (moles/kg H2O)

10-7 10-6 10-5 10-4 10-3 10-2 10-1 100

Brin

e Ty

pe

Ca-Cl

Neutral

Alkaline

Cl- (moles/kg H2O)

0 5 10 15 20 25

Ca-Cl

Neutral

Alkaline

Thermodynamic Modeling of SeepageWater Evaporation — Results (Cont’d.)

• Chemistry information abstracted into NRC TPA code (O. Pensado, this workshop)

• Most have high ratio of corrosion inhibitors (NO3

–, SO42–, HCO3

–, CO3

2–) to corrosive Cl–

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• Deliquescence relative humidity (DRH) is a function of salt composition and temperature

• Limited data at elevated temperatures (>80 °C)• Deliquescence relative humidity, DRH, is given by

DRH = pH2Osat/pH2Oo

where pH2Osat is the vapor pressure of a saturated salt solution and pH2Oo is the vapor pressure of pure water

• pH2Osat and pH2Oo calculated using Environmental Simulation Program or StreamAnalyzer (mixed-solvent electrolyte model)

Thermodynamic Modeling of Deliquescence Behavior of Salts

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Thermodynamic Modeling of Deliquescence Behavior of Salts (Cont’d.)

• Results for salts in the Na-K-Cl-NO3 system– Likely dominant

composition in YM in-drift environment

– Significant decreasing trend of DRH with temperature

– Very low DRH possible (thus, brine formation at early times and high temperatures)

Temperature ( oC)50 100 150 200

0

10

20

30

40

50

60

70

80

90

100

T−Inaccessible

RH RegionKNO

3

NaCl

KClKNO

3 + KClNaCl + KCl

NaNO3

NaCl + NaNO3

NaCl + KCl + KNO3

NaNO3 + KNO

3

NaCl + NaNO3 + KNO

3

Rel

ativ

e H

umid

ity (%

)

Curves — calculatedSymbols — data from Rard et al. (2004, 2005)

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• Literature data on chemistry of dusts collected in the vicinity of Yucca Mountain (Reheis, 2003)

– Dominant anions are chloride, nitrate, and sulfate

– Significant concentrations of oxyanions (NO3

–, SO42–) that

potentially can mitigate localized corrosion of Alloy 22

– Highly variable (NO3+SO4)/Cl mole ratio, but mostly greater than 0.1.

Concentration (ppm)

0.01 0.1 1 10 100 1000

Ani

on

Chloride

Nitrate

Sulfate

(NO3+SO4)/Cl mole ratio

0 1 2 3 4 5 6 7

Characterization of Dust from Yucca Mountain and Vicinity

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Characterization of Dust from Yucca Mountain and Vicinity (Cont’d.)

• Samples collected by the CNWRA from the Exploratory Studies Facility (underground tunnel) and at the Yucca Mountain surface

• Samples provided by U.S. Geological Survey (Z. Peterman)

• Samples were characterized– Ion chromatography– ICP-MS– Scanning electron microscopy– Energy dispersive X-ray spectrometry– X-ray diffraction analysis

Dust sample collectors setup (a) outside and (b) inside the Exploratory Studies Facility at Yucca Mountain

(a)

(b)

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Characterization of Dust fromYucca Mountain and Vicinity (Cont’d.)

0.69%<0.1%Soluble Fraction (wt%)

0.230.95(NO3+SO4)/Cl Ratio

23508.59Chloride

2181.69Nitrate

192019.6Sulfate

42.9

8.84

31.2

17.8

56.5

Surface Sample (mg/kg)

21.9Silicon

101Magnesium

205Potassium

686Sodium

918Calcium

Tunnel Sample (mg/kg)

Analysis• Results of soluble fraction analyses

– Very low fraction of soluble salts (<1% of total sample)

– (NO3+SO4)/Cl greater than 0.1– Localized corrosion of Alloy 22

could be mitigated in the presence of sufficient nitrate and sulfate

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Characterization of Dust fromYucca Mountain and Vicinity (Cont’d.)

• Dusts are mostly insoluble minerals– Feldspars (e.g., anorthite, albite,

microcline, anorthoclase)– Silica (quartz, cristobalite)

• Likelihood for brine to contact the waste package would be reduced due to the small volume of brine mixed with rock dusts

X-ray diffraction pattern of dust sample taken from inside the Exploratory Studies Facility

• CNWRA experiments are ongoing to evaluate corrosion by small amount of salts mixed with rock dusts

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• Chemistry of water that could contact engineered barriers at the potential YM repository was evaluated– Evaporation of initially dilute seepage waters– Deliquescence of inorganic salts

• Evaporation of seepage waters could form brines that support localized corrosion of the Alloy 22 waste package material– Ranges in brine chemistry were proposed to support NRC total

system performance assessments.– Thermodynamic analyses will be updated based on results of

CNWRA coupled thermal-hydrological-chemical simulations– Effect of drift degradation on water chemistry will be evaluated

Summary

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• Some salt mixtures can deliquesce at elevated temperatures and form brines– CNWRA experiments to evaluate potential corrosion at high

temperatures by Na-K-Cl-NO3 salts are ongoing

• There is limited chemistry data on dust samples from the Yucca Mountain surface and tunnels– Soluble salts have significant concentrations of corrosion

inhibitors nitrate and sulfate– Proposed NRC performance assessment model assumes no

localized corrosion due to salt deliquescence– Further sampling and characterization of Yucca Mountain

dust samples are planned– Experiments are underway to evaluate potential corrosion by

small volumes of brines mixed with rock dusts

Summary (Cont’d.)

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Acknowledgment

• The work presented here was performed by the Center for Nuclear Waste Regulatory Analyses (CNWRA) for the U.S. Nuclear Regulatory Commission (NRC), Office of Nuclear Material Safety and Safeguards, Division of High-Level Waste Repository Safety, under Contract No. NRC–02-02-012.

• This presentation is an independent product of the CNWRA and does not necessarily reflect the view or regulatory position of the NRC.

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References• Dunn, D.S., Y.-M. Pan, X. He, L.T. Yang, and R.T. Pabalan. 2006. Evolution of chemistry and its effects on

the corrosion of engineered barrier materials. Symposium on the Scientific Basis for Nuclear Waste Management XXX. Materials Research Society Fall Meeting. November 27–December 1, 2006, Boston, Massachusetts.

• Juckett, M. 2006. Deliquescence relative humidities of salts and dusts deposited inside the drifts of a potential high-level waste repository. 16th Annual Goldschmidt Conference. August 27–September 1, 2006, Melbourne, Australia.

• Rard, J.A. 2004. Results from Boiling Temperature Measurements for Saturated Solutions in the Systems NaCl+KNO3+H2O, NaNO3+KNO3+H2O, and NaCl+NaNO3+KNO3+H2O. Lawrence Livermore National Laboratory, Livermore, California.

• Rard, J.A. 2005. Results from Boiling Temperature Measurements for Saturated Solutions in the Systems NaCl+Ca(NO3)2+H2O, NaNO3+KNO3+H2O, and NaCl+KNO3+H2O, and Dry Out Temperatures for NaCl+NaNO3+KNO3+Ca(NO3)2+H2O. Lawrence Livermore National Laboratory, Livermore, California.

• Reheis, M.C. 2003. Dust Deposition in Nevada, California, and Utah, 1984–2002. U.S. Geological Survey Open-file Report 03-138.

• Yang, I.C., Z.E. Peterman, and K.M. Scofield. 2003. Chemical analyses of pore water from boreholes USW SD-6 and USW WT-24, Yucca Mountain, Nevada. Journal of Contaminant Hydrology 1878, 1–20.

• Yang, I.C., G.W. Rattray, and P. Yu. 1996. Interpretation of Chemical and Isotopic Data from Boreholes in the Unsaturated Zone at Yucca Mountain, Nevada. Water-Resources Investigations Report 96-4058. U.S. Geological Survey, Denver, Colorado.

• Yang, I.C., P. Yu, G.W. Rattray, J.S. Ferarese, and J.N. Ryan. 1998. Hydrochemical Investigations in Characterizing the Unsaturated Zone at Yucca Mountain, Nevada. Water-Resources Investigations Report 98-4132. U.S. Geological Survey, Denver, Colorado.

• Yang, L., R.T. Pabalan, and M.R. Juckett. 2006. Deliquescence relative humidity measurements using an electrical conductivity method. Journal of Solution Chemistry 35, 583–604.


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