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Aditya Moralwar, Kerry Sublette, Cherie Almeida, and Laura Ford University of Tulsa Josh Brokaw Oklahoma State University Kathleen Duncan University of Oklahoma Greg Thoma University of Arkansas Remediation of a Spill of Crude Oil and Brine Without Gypsum

Remediation Without Gypsum

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Remediation of a Spill of Crude Oil and Brine Without Gypsum

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Page 1: Remediation Without Gypsum

Aditya Moralwar, Kerry Sublette, Cherie Almeida, and Laura Ford

University of TulsaJosh Brokaw

Oklahoma State UniversityKathleen Duncan

University of OklahomaGreg Thoma

University of Arkansas

Remediation of a Spill of Crude Oil and Brine Without Gypsum

Page 2: Remediation Without Gypsum

Study Site• Gibbs #5 – Three parallel spills on 4.5o slope

(within three months in late 1999) of produced fluid from a gathering line –about 10% crude oil and 90% brine(about 130,000 mg/L NaCl)

• Tallgrass Prairie Preserve in Osage County, OK• The three spills:

– North 600 m2

– Middle 230 m2

– South 960 m2

• Remediation began June 2000

Page 3: Remediation Without Gypsum

Soil Textures of Impacted Plots and Control

0

5

10

15

20

25

30

35

40

45

50

North Middle South Control

Plot

Perc

ent b

y W

eigh

t

ClaySiltSand

Page 4: Remediation Without Gypsum

Initial TPH Concentrations(Estimated from 1st order model at t = 0

0

5000

10000

15000

20000

25000

30000

North Middle South

Initi

al T

PH (m

g/kg

)

Page 5: Remediation Without Gypsum

Initial Na+ Concentrations(Estimated from 1st order model at t = 0

0

500

1000

1500

2000

2500

3000

North Middle South

Plot

[Na]

, mg/

kg

Page 6: Remediation Without Gypsum

Initial Cl- Concentrations(Estimated from 1st order model at t = 0

0

500

1000

1500

2000

2500

3000

3500

4000

4500

North Middle South

Plot

[Cl],

mg/

kg

Page 7: Remediation Without Gypsum

G5 Remediation Protocol

North Middle South

Hay (bales)

NH4NO3 (kg)

P2O5 (kg) 7 3.5

K2O (kg)

32 – 36 48 – 54

90.7 45.4

3.7 1.5

Only Ripped

• Soil was ripped and amendments added on June 14 and 15, 2000

• Interception Trench: Dug perpendicular to north and middlesite at the bottom

Page 8: Remediation Without Gypsum
Page 9: Remediation Without Gypsum

Natural Precipitation Was the Only Source of Moisture

Precipitation Data

0.00

5.00

10.00

15.00

20.00

25.00

30.00

Jun-

00Ju

l-00

Aug

-00

Sep-

00O

ct-0

0N

ov-0

0D

ec-0

0Ja

n-01

Feb-

01M

ar-0

1A

pr-0

1M

ay-

Jun-

01Ju

l-01

Aug

-01

Sep-

01O

ct-0

1N

ov-0

1D

ec-0

1Ja

n-02

Feb-

02M

ar-0

2A

pr-0

2M

ay-

Jun-

02Ju

l-02

Aug

-02

Sep-

02O

ct-0

2N

ov-0

2D

ec-0

2Ja

n-03

Feb-

03M

ar-0

3A

pr-0

3M

ay-

Jun-

03Ju

l-03

Aug

-03

Months

Rai

nfal

l(cm

)

ActualNormal

Significant periods

of drought

Page 10: Remediation Without Gypsum

TPH BiodegradationFirst order rate constants (and TPH half-lives) for TPH biodegradation in the brine impacted sites.Site 1st order rate t1/2 (days)

constants(days-1)

North 2.0 X 10-3 348

Middle 2.5 X 10-3 273

South 3.9 X 10-3 177

Page 11: Remediation Without Gypsum

TPH Biodegradation• No difference in first-order rate constants by ANOVA

even at 80% confidence level

• TPH concentration continuously reduced in the presence of brine

• Average half-life 266 days (8.9 months)

Page 12: Remediation Without Gypsum

R2 = 0.8536

6.00

6.20

6.40

6.60

6.80

7.00

7.20

7.40

7.60

0 200 400 600 800 1000 1200

Days Since Initiation of Remediation

ln[m

g/kg

Na]

Nor

th

R2 = 0.8691

6.00

6.50

7.00

7.50

8.00

8.50

0 200 400 600 800 1000 1200

Days Since Initiation of Remediation

ln[m

g/kg

Cl]

Nor

th

G5 North

Page 13: Remediation Without Gypsum

Removal of Brine Components

First order rate constants for removal of brine components

Site 1st order rate constant 1st order rate constantNa+ removal (days-1) Cl- removal (days-1)

North 1.1 X 10-3 1.3 X 10-3

Middle 3.0 X 10-5 0

South 5.0 X 10-4 5.0 X 10-4

Page 14: Remediation Without Gypsum

Comparison of First-order Rate Constants for Na+ and Cl- Removal Within Treatments

N M SStudent’s t 0.44 0.46 0.02

• No significant differences in the rates of Na+ andCl- removal within any treatment (p>0.20)

• Na+ not retarded by clays?

Page 15: Remediation Without Gypsum

Comparison of First-order Rate Constants for Na+ and Cl- Removal Between Treatments

Na+ removal Cl- removalN-M 3.51*, p<0.05 3.00, p<0.05

N-S 1.7, 0.10<p<0.02 1.91, 0.10<p<0.02

M-S 0.95, p>0.20 1.41, 0.10<p<0.02

*Student’s t-test

Page 16: Remediation Without Gypsum

Comparison of First-order Rate Constants for Na+ and Cl- Removal Between Treatments

Na+ removal rates: N > S, M Cl- removal rates: N > S > M

Na+ Cl- (mg/kg)Concentrations after 36 months: N 420 640

M 1060 1600S 900 1740

36-month reductions in salt inventory:

N 73% H/F+ ripped + interception trenchM < 3% ripped only + interception trenchS 40% H/F + ripped

Page 17: Remediation Without Gypsum

What was the effect of fertilizer?

NO3--N (mg/kg)* NH4

+-N (mg/kg)North 22.7 ± 10.8 9.7 ± 5.7

Middle** 20.0 ± 5.1 14.8 ± 6.3

South 31.9 ± 6.8 12.3 ± 7.5

Control 2.2 ± 1.4 8.1 ± 4.4

* Mean ± std. dev. over period of March 2002 through August 2003

** Effect of transfer from N and S and of bison

Page 18: Remediation Without Gypsum

South (6/04)

Page 19: Remediation Without Gypsum

Middle (6/04)

Page 20: Remediation Without Gypsum

North (6/04)

Page 21: Remediation Without Gypsum

Conclusions

• There was no effect of treatment on the biodegradation of crude oil. However, TPH reduction clearly proceeded in the presence of brine contamination.

• The combination of hay addition, ripping, and downslopeinterception trench was superior to hay addition with ripping, or ripping plus an interception trench in terms of rates of removal of sodium and chloride

• The remediation of produced fluids spills with ripping (or tilling), hay and fertilizer addition, and an interception trench has been shown to be effective in both the bioremediation of crude oil and removal of brine components. This methodology can easily and inexpensivelyimplemented by small independent oil and gas producers without hiring outside contractors and without the purchase, transportation, and spreading of gypsum.

Page 22: Remediation Without Gypsum

ACKNOWLEDGEMENTS

• We thank The Nature Conservancy for access to the site

• Funded by the National Energy Technology Office of U.S. Department of Energy (DE-FC26-01BC15332)