applications of dissolved n2 and ar in groundwater · applications of n 2 – ar measurements in...
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Applications of Dissolved N2 and Arin Groundwater
L. Niel Plummer, Eurybiades Busenberg, and Peggy K. Widman
U.S. Geological SurveyReston, VA
Ø O2 unstable
Ø N2 can be affectedby NO3 reduction
Ø Terrigenic sourceof He
Ø Most reliable are Ar,Ne, Kr, Xe
Ø Ar and N2 solubilitiesfrom air are 3-5 orders of magnitude > than
that of remaining noble gases. Canbe measured by gaschromatography.
0 10 20 30 40
Temperature, oC
10-9
10-8
10-7
10-6
10-5
10-4
10-3
10-2
10-1
Co
ncen
trat
ion,
ccS
TP/g
Air - Water Equilibrium
N2
O2
Ar
NeKr
HeXe
Applications of N2 – ArMeasurements in Groundwater
• Reconstruct recharge temperatures—ü KH calculation in dating with atmospheric gases
such as CFCs and SF6
ü Paleoclimatic reconstruction (check 14C age)• Reconstruct excess air—ü Function of recharge rate and hydrogeologyü Needed in dating with CFCs and esp. SF6.
• Trace water sources through aquifers• Recharge mechanism— Focused/diffuse recharge;
rapid recharge; (altitude of recharge)• Reconstruct initial nitrate in agricultural studies
BACKGROUND: N2-Ar
• Heaton, Vogel, Talma (early 1980s)Paleorecharge temperatures, excess air,
denitrification.• Don Fisher, USGS (1970s)
Developed GC method, field sampling device.• Current state at USGS
Dual column GC method, new sample collection, QA/QC procedures, software. Extensive use in agricultural studies, dating with CFCs and SF6.
Bruce B. Hanshaw (the late), at Philip flowing well, Philip, South Dakota,68oC, Madison aquifer, circa 1979; Bruce had a good sense of humor.
Fisher dissolved gas sample container
Sample Collection
• 160 cc glass bottle with septum stopper• Filled without headspace under water• Needle used to release fluid as stopper inserted• Needle removed.• Bottle weight measured empty and full.
CTR III / TCD
Inner Column Outer Column
•Measures Ar, N2, and O2+Ar; O2 determined by difference•Thermal Conductivity Detector
CTR III/ TCD
CTR I / FID
Nafion DrierNafion Drier
Gas flow
ControlGas flow
Control
Schematic of analytical system
• Headspace equilibrated >24 hrs• Water temp. measured in bottle immediately after injection• All measurements made on same initial vol. of gas• Two columns (each a double column; two detectors.• Calibrated with known gas standards.•QA/QC daily with water samples equilibrated in water baths at 9, 16, and 24 oC in same sample container.
• Separates all the gases•Used only for CH4
and CO2
• CO2 converted to CH4 for measurement with FID
Temperature of Standard Water - N2/Ar Calculated Temperature
March 2004-July 2004
-1.00
-0.50
0.00
0.50
1.00
3/1/20
04
3/2/20
04
3/3/20
04
3/5/20
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3/8/20
04
3/12/2
004
3/15/2
004
3/22/2
004
3/23/2
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3/24/2
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3/26/2
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3/29/2
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3/30/2
004
4/19/2
004
4/20/2
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4/21/2
004
4/28/2
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4/29/2
004
5/3/20
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5/5/20
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5/6/20
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5/7/20
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5/19/2
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5/20/2
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5/21/2
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5/25/2
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5/27/2
004
6/1/20
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6/4/20
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6/14/2
004
6/21/2
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6/22/2
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6/24/2
004
6/28/2
004
7/6/20
04
7/7/20
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7/9/20
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7/12/2
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7/14/2
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7/15/2
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7/20/2
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7/22/2
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7/22/2
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Date of Analysis
Dev
iatio
n fr
om
cal
cula
ted
N2/
Ar
tem
per
atu
re f
rom
sta
nd
ard
wat
er
Blue = 9oCYellow = 16oCRed = 24oC
0.5 oC
-0.5 oC
Water StandardsBlue = 9 oCYellow = 16 oCRed = 24 oC
http://water.usgs.gov/lab/cfc
See extensive bibliography
Why Measure N2 – Ar, when suites of noble gases can be measured?
• Relatively high concentrations; Waters can be analyzed by relatively simple GC methods.
• In some cases, most of the information obtained from noble gases can also be obtained from N2-Ar
• Reconstruct amounts of denitrification. Initial NO3; Agricultural studies; fertilizers fate.
• Cost effective. Large numbers of samples can be collected and analyzed; potential for mapping flow in aquifers.
Limitations of N2 – Ar data
• Only 2 independent measurements, but as many as 4 unknowns (Recharge temperature; Excess air; Altitude of recharge; Excess N2).
• Gas fractionation? Need additional gases to even detect. Most applications of N2 – Ar assume complete dissolution of excess air. This is an approximation, but considering the relatively high concentrations of N2 and Ar in groundwater, appears to be a reasonable assumption.
Recharge Temperature - Excess Air
N2(meas)= N2(equil)+N2(Ex air)+N2(denit)
Ar(meas)=Ar(equil)+Ar(Ex air)
N2 (mg/L)
Ar
(mg
/L)
Air-W
ater e
quilib
rium
Excess Air, cc/L
RechargeTemperatureIn Degrees C
Samples from wells in fractured rock in VirginiaRT 9 – 14 oC3-10 cc/L excess air
Aerobic watersN2(denit) = 0
Altitude of rechargeassumed
Lewis Mountain Spring
Sampling from a TypicalSpring Box and Weir
Springs and wells from Blue RidgeMountains of Virginia; ShenandoahNational Park
0
4
8
12
Exc
ess
Air
(cm
3 ST
P k
g-1),
Hel
ium
Springs, 1996Springs, 1997Wells, 1996Wells, 1997
A.
1:1
Line
0 4 8 12Excess Air (cm3STP kg-1), Neon
0
4
8
12
Exc
ess
Air
(cm
3 ST
P k
g-1),
N2-
Ar
Springs, 1996Springs, 1997Wells, 1996Wells, 1997
B.
1:1
Line
Largest deviations probably gas leaksin sample container.
Comparison of excess aircalculated from mass spectrometric He and Newith excess air from GC N2 -Ar
Springs and wells, Blue Ridge, VA
No evidence of gas fractionation
0.4
0.6
0.8
1.0
Dis
solv
ed A
r (m
g/L)
SpringsApril, 1996August, 1997
02
4
8
Excess Air (cm
3 L-1 )
5
0
10
15
20
Recha
rge
Tem
p. (
o C)
A.
12 16 20 24 28Dissolved N2 (mg/L)
0.4
0.6
0.8
1.0
Dis
solv
ed A
r (m
g/L
)
WellsApril, 1996August, 1997
02
4
8
Excess Air (cm
3 L-1 )
5
0
10
15
20
Recha
rge
Tem
p. (
o C)
B.
Springs and Wells– Blue Ridge Mts., VA
• Springs—residuum and colluvium; 0-2 cc/L excess air [sand aquifers]
• Wells-- fractured rock; 0-8 cc/L excessair [river floods; arroyos; fractured rock]
• Wide range of RT for springs;• Narrow range of RT for wells• Mean annual Temp about 7.8 oC
Springs and wells Blue Ridge, VA
• Most springs have recharge temperatures near the water temperature (shallow)
•Seasonal dependence of RT (shallow recharge)
• A few springs warmed in circulation (deeper)
• Discharge from most wells warmed in ground (deeper)
• 3 samples cooled following a summer thunderstorm
0 4 8 12 16 20Water Temperature (oC)
0
4
8
12
16
20N
2/A
r R
ech
arg
e T
emp
erat
ure
(oC
)
Springs, 1996Springs, 1997Wells, 1996Wells, 1996
1:1 L
ine
CoolingAfterRecharge
WarmingAfterRecharge
Mean AnnualTemperature
Böhlke and Denver (1995)
•CFC ages and NO3: 40-yr record of NO3 recharge rate.•Records increase in fertilizer application from the 1970’s.•20-35 % of applied fertilizer reached the aquifer.•Mean residence time of 20 yrs for gw discharge to local streams.
Delmarva PeninsulaAtlantic Coastal Plain
What to do about denitrification?• Aerobic samples; No denitrificationü Assume altitude of recharge and solve N2 and Ar for
T and Excess air• Anaerobic samplesü If Ne data available, solve N2, Ar, Ne for T, Excess
air and Excess N2 (at assumed recharge altitude)ü If no Ne data, determine an average T or excess air
from other aerobic samples in the data set.• Can Probably ignore denitrification in most
paleowaters
Denitrification
Excess Air
Average Recharge Temperature 14.3 ± 2.0
Average Excess Air3.0 ± 1.1 cc STP/L
All samples aerobic (3-8 mg/L O2) except Sample A(in duplicate)
A
Sample A:16 mg/L of N2 fromdenitrificationbrings recharge temperature to 13.2 oC and excessair to 4.3 ccSTP/L
Denitrification
Paleoclimatic Reconstruction
Fontes-Garnier Model 14C Ages
Middle Potomac Aquifer
VIRGINIA
Chesapeake Bay ImpactCrater (Eocene, some 40 million yrs ago)
Atla
ntic
Oce
an
10 ka
20 ka30 ka
Nitrogen-Argon Recharge Temperatures (Coastal Plain)
HoloceneHolocene
0 5,000 10,000 15,000 20,000 25,000Radiocarbon Age, Yrs
4
8
12
16
20N
2 -
Ar
Rec
har
ge
Tem
per
atu
re o C
Local Shallow g.w. temp.
9 oC
PleistocenePleistocene
• Anaerobic, but initial NO3
low in paleowaters
• Aeschbach-Hertig et al found 9 oCcooling in NGTs in Aquiaaquifer just north of here in the Maryland Coastal Plain
Altitude of recharge dependence• Assume altitude of recharge—ü ± 500 m à ± 2.3 oC; ± 100 mà analytical
uncertainty (± 0.5 oC)ü Estimate from hydrologic conceptualization
• Reconstruct using local lapse rate and (for deep UZ) temp-depth profile—ü Calc. RT as function of altitude finding
intersection with atmospheric lapse (Zuber et al.)ü Calc. depth below land surface and RT using
local thermal profiles.
Tracing Sources of Recharge to Ground-water Systems
• Stable isotopes
• Water comp.
• 14C data
• Dissolved gases
• RT, Ex Air
• Alt/depth of RC
• Focused/diffuse
recharge
Recharge Temperatures across top of aquifer
Altitude of recharge assumed:5000 feet (SW sources, NW, AboArroyo, NE zones)6500 feet (NMF, EMF, Tijeras)8000 feet (West Central zone)
•Mean Annual temp at Alb.13.6 oC
•Large areas of the basin have recharge temperatures well above this.
•Warm recharge in NMF and NW zones found above cold RC of West Central zone
•Paleowaters•15 to >30ka 14C yrs•Depleted stable isotopes•Recharge altitude assumed: 8,000 feet •Both cold and warm recharge occurred. Cold=focused recharge or high alt. recharge.Warm=diffuse recharge through deep UZ
± 1500 feet alt. = ± 2.3 oC
West Central Zone Waters
Deep UZTo about 900 feet
Direct infiltrationFrom rivers, arroyos
0 10 20 30 40Temperature, oC
Rel
ativ
e A
ltitu
de, m
eter
s
Land Surface at Albuquerque
AlbuquerqueAlt. 1500 m, MAT 13.6 oC
Temperature profile5.5 oC/100m
2,500
2,000
1,500
1,000
500
0
-500
Lapse rate cooling-0.55 oC/100m
Combining Altitude – Temperature andDepth – Temperature Profiles with N2-ArMeasurements
0 10 20 30 40Temperature, oC
Rel
ativ
e A
ltitu
de, m
eter
s
Land Surface at Albuquerque
AlbuquerqueAlt. 1500 m, MAT 13.6 oC
A
C
A. Lapse rate cooling, -0.55 oC/100mC. Local geothermal warming, 5.5 oC/100m
Eastern Mountain Front ZoneMiddle Rio Grande Basin, NM2,500
2,000
1,500
1,000
500
0
-500
Water temperature plotted atdepth of water table belowthe land surface (EMF waters)
0 10 20 30 40Temperature, oC
Rel
ativ
e A
ltitu
de,
met
ers
Land Surface at Albuquerque
AlbuquerqueAlt. 1500 m, MAT 13.6 oC
A
CD
2,500
2,000
1,500
1,000
500
0
-500
A. Lapse rate cooling, -0.55 oC/100mC. Local geothermal warming, 5.5 oC/100m
D. Apparent N2-Ar RT along geothermal gradient
Calculated apparent recharge temperaturefor waters at solubility equilibrium alongthe temperature-depth profile, but at an assumed recharge altitude (1500 m) (Line D).
0 10 20 30 40Temperature, oC
Rel
ativ
e A
ltit
ud
e, m
eter
s
Land Surface at Albuquerque
AlbuquerqueAlt. 1500 m, MAT 13.6 oC
A
B
CD
2,500
2,000
1,500
1,000
500
0
-500
A. Lapse rate cooling, -0.55 oC/100mB. Apparent N2-Ar RT along lapse rate
C. Local geothermal warming, 5.5 oC/100mD. Apparent N2-Ar RT along geothermal gradient
Calculated apparent recharge temperaturefor waters at solubility equilibrium alongthe local atmospheric lapse rate, but at an assumed recharge altitude (1500 m) (Line B).
0 10 20 30 40Temperature, oC
Rel
ativ
e A
ltit
ud
e, m
eter
s
Land Surface at Albuquerque
AlbuquerqueAlt. 1500 m, MAT 13.6 oC
A
B
CD
2,500
2,000
1,500
1,000
500
0
-500
A. Lapse rate cooling, -0.55 oC/100mB. Apparent N2-Ar RT along lapse rate
C. Local geothermal warming, 5.5 oC/100mD. Apparent N2-Ar RT along geothermal gradient
Calculate RT of ground-water samplesat 1500 m. Extrapolate to apparentRT (line B), then to Lapse rate to estimate altitude of recharge and RT
0 10 20 30 40Temperature, oC
Rel
ativ
e A
ltit
ud
e, m
eter
s
Land Surface at Albuquerque
AlbuquerqueAlt. 1500 m, MAT 13.6 oC
A
B
CD
2,500
2,000
1,500
1,000
500
0
-500
A. Lapse rate cooling, -0.55 oC/100mB. Apparent N2-Ar RT along lapse rate
C. Local geothermal warming, 5.5 oC/100mD. Apparent N2-Ar RT along geothermal gradient
Calculate RT of ground-water samplesat 1500 m. Extrapolate to apparentRT (line D), then to temperature profile to estimate depth of recharge and RT
0 10 20 30 40Temperature, oC
Rel
ativ
e A
ltitu
de,
met
ers
Land Surface at Albuquerque
AlbuquerqueAlt. 1500 m, MAT 13.6 oC
A
B
CD
Eastern Mountain Front ZoneMiddle Rio Grande Basin, NM
2,500
2,000
1,500
1,000
500
0
-500
14C ages of 0-12ka
A. Lapse rate cooling, -0.55 oC/100mB. Apparent N2-Ar RT along lapse rate
C. Local geothermal warming, 5.5 oC/100mD. Apparent N2-Ar RT along geothermal gradient
All calculations at referenceAltitude of 1500 m; use lapserate to find RT at other altitudes.
0 10 20 30 40Temperature, oC
Rel
ativ
e A
ltitu
de, m
eter
s
Land Surface at Albuquerque
Albuquerque todayAlt. 1500 MAT = 8.6(5 oC cooling)
A
B
CD
A. Lapse rate cooling, -0.55 oC/100mB. Apparent N2-Ar RT along lapse rateC. Local geothermal warming, 5.5 oC/100mD. Apparent N2-Ar RT along geothermal gradient
Eastern Mountain Front ZoneMiddle Rio Grande Basin, NM
2,500
2,000
1,500
1,000
500
0
-500
14C ages > 12ka
All calculations at referenceAltitude of 1500 m; use lapserate to find RT at other altitudes.
ØRT determined by GC from N2-Ar measurements in ground water typically ±0.5 oC on laboratory standards; best suited for aerobic or low nitrate waters where altitude of recharge is known.
ØLarge uncertainties in RT and Ex air can result if denitrification is significant.
ØPossible to combine a local depth-temperature profile with N2-Ar data to estimate depth of recharge below deep unsaturated zones in arid regions, but estimation of altitude of recharge from the local atmospheric lapse rate is poorly constrained.
ØMost waters recharged along the Eastern Mountain Front of the MRGB, NM were recharge at depths of up to 150 meters below the land surface.
ØThousands of measurements of N2-Ar in US groundwater have been made at the USGS over the past decade to estimate 1) recharge temperature for CFC/SF6 dating studies, 2) agricultural denitrification studies, 3) paleo-temperature reconstruction, 4) tracing sources of water in aquifers, and 5) interpreting recharge mechanism.
CONCLUSIONS
Ø Increasingly, geochemists and hydrologists are including measurements of concentrations of dissolved gases in hydrologic investigations. These include suites of noble gases (Ar, Ne, Kr, Xe, He) to study recharge conditions and deep groundwater circulation, gases that are indicators of microbial processes (O2, CH4, CO2, H2S, N2O, N2, etc.), and gases that can be used to interpret groundwater age (CFCs, SF6, 4He, 85Kr, 39Ar, 81Kr, etc.).
ØThousands of measurements of N2 and Ar in groundwater have been made at the USGS over the past decade to estimate 1) recharge temperature and excess air for CFC/SF6 dating studies, 2) estimate quantities of denitrification in agricultural studies, 3) reconstruct paleo-environmental conditions, 4) identify and trace sources of water in aquifers, 5) interpret recharge mechanisms, and 6) estimate altitude or depth of recharge.
CONCLUDING REMARKS