subsurface drainage system

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Remediation of Oilfield Brine-impacted Soil Using a Subsurface Drainage System and Hay Thomas M. Harris Dept. of Chemistry and Biochemistry J. Bryan Tapp Dept. of Geosciences Kerry L. Sublette Center for Applied Biogeosciences University of Tulsa

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Remediation of Oilfield Brine-impacted Soil Using a Subsurface Drainage System and Hay

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Page 1: Subsurface Drainage System

Remediation of Oilfield Brine-impacted Soil Using a Subsurface Drainage

System and Hay

Thomas M. HarrisDept. of Chemistry and Biochemistry

J. Bryan TappDept. of Geosciences

Kerry L. SubletteCenter for Applied Biogeosciences

University of Tulsa

Page 2: Subsurface Drainage System

Remediation Strategies for Brine Spills

• Goal is reduction in salinity and revegetation• Most cost-effective approach is gradual leaching of salt

and dilution over a large area using natural drainage patterns and organic matter

• Organic matter– Enhances movement of brine components through the soil– Stimulates soil biota and nutrient cycling which aids in

revegetation– Biodegradation of organic matter improves soil structure by

enhancing aggregate formation which in turn improves soil permeability

• Brine components must have a pathway through which to migrate out of the root zone for revegetation to occur

• What if there is no safe place to drain leachate?

Page 3: Subsurface Drainage System

Carter Site (site B)

• Rupture of a salt water linein December 1995 inOsage County, OK; about400 bbl and two acresimpacted

• Underlying clay layer atabout 3 ft

• Site drained to a farmpond 600 yds away

Page 4: Subsurface Drainage System

Site History and Description

• Rupture of a salt water line in December 1995 in Osage County, OK– about 400 bbl of brine (130,000 mg/L TDS)– two acres impacted

• Topsoil silt loam; underlying clay layer at about 3 ft• Site drained to a farm pond 600 yds away• Significant impact on aquatic life in the pond

Page 5: Subsurface Drainage System

Treatment # Salt Away II Adsee 799 sulfur fertilizer hay FW

1 105 L / 4.8 m3 FW 19 L / 1.0 m3 FW

2 105 L / 4.8 m3 FW

3 136 kg 11 kg 65 bales

6.1 m3

4 38 L / 2.1 m3 FW

(Salt Away II: commercial calcium nitrate solution; Adsee 799: commercial wetting agent solution; fertilizer: 10-20-10-7 pellets; hay: small rectangular bales; FW = fresh water)

Remediation Treatments Applied to Site BTwo Months After the Brine Release

All treatments included ripping to 30 cm in depth

After 3 growing seasons site still bare.

Page 6: Subsurface Drainage System
Page 7: Subsurface Drainage System

August 1995

Page 8: Subsurface Drainage System

Remediation Protocol

• Drainage was a major issue• Installed subsurface drains above clay layer in January

1998– French drain pipe in limestone gravel bed– Drained to sump (25 bbl steel tank)– Operator pumped leachate to salt water storage tank each day

• Installed berms downgradient of each subsurface drain to increase penetration of rainfall into the soil

• 4-inch layer of hay tilled in after installation of SDS except in NW corner (too wet at time of tilling)

• Rainfall only source of moisture

Page 9: Subsurface Drainage System
Page 10: Subsurface Drainage System

0

1000

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5000

6000

7000

0 10 20 30 40 50 60 70 80 90 100

Depth (cm)

L1, ChlorideL1, SodiumL2, ChlorideL2, SodiumC, ChlorideC, Sodium

Page 11: Subsurface Drainage System

Sampling Dates2/983/997/005/01

Page 12: Subsurface Drainage System

Sampling Dates2/983/997/005/01

Page 13: Subsurface Drainage System

Follow-up Treatment of L1S1 and L1S2

• No revegetation after first growing season• L1S1 treated with gypsum (API Guidelines) and tilled• L1S2 covered with 4 inch of hay and tilled• Observations:

– Faster sodium removal with hay– Faster revegetation with hay – section with hay was

two years ahead of the section treated with gypsum

Page 14: Subsurface Drainage System

0

200

400

600

800

1000

1200

1400

1600

1800

mg/

kg S

odiu

m

Year 2 Year 3 Year 4

Soil Sodium Concentrations (mg/kg) Hay and Gypsum Test Sections

Hay

Gypsum

Page 15: Subsurface Drainage System

0

2000

4000

6000

8000

10000

12000

14000

16000

18000

mg/

kg C

hlor

ide

Year 2 Year 3 Year 4

Soil Chloride Concentrations (mg/kg) Hay and Gypsum Test Sections

Hay

Gypsum

Page 16: Subsurface Drainage System

Leachate Characteristics – First 6 Months

• About 7000 bbl collected• Salt concentrations 1000-1700 mg/L

0

500

1000

1500

2000

1/2

1/25

2/19 3/

3

3/29

4/16

4/23

5/24 6/

7

7/6

Con

cent

ratio

n (m

g/L) Sodium Chloride

Page 17: Subsurface Drainage System

Early spring 1998

Page 18: Subsurface Drainage System

Late spring 1999; good crop of ragweed, some bare spots still

Page 19: Subsurface Drainage System

Spring 2000; lots of ragweed but lots of grasses too!

Page 20: Subsurface Drainage System

Spring 2002; buffalo now graze here!

Page 21: Subsurface Drainage System

Remediation Cost

• $3,500/acre• Cost inflated by:

– Replacement of sump tank– Weather-related construction delays– High-integrity bison fence– Above accounted for at least half the cost

Page 22: Subsurface Drainage System

RecommendationsTwo-stage process:• Stage 1

– Use natural drainage patterns to convey and dilute salt– Organic matter (and fertilizer) in improve permeability and

build soil structure– Monitor downgradient

• Stage 2 – Leachate has no acceptable path or Stage 1 does not work

completely– No acceptable path – subsurface drainage system and

leachate collection– Stage 1 does not work completely – use limited gypsum

application to address sodicity

Page 23: Subsurface Drainage System

Why Limit Gypsum?

• Yes, gypsum displaces bound sodium from clay particles

• Gypsum also interferes with phosphorous cycling in the soil

• Large applications can have drastic effect on the soil ecosystem

• Effects of gypsum occur primarily throughout the depth incorporated; the effects of plant growth occur throughout the root zone

Page 24: Subsurface Drainage System

ACKNOWLEDGEMENTS

• We thank The Nature Conservancy for access to the site

• Funded by the National Energy Technology Office of U.S. Department of Energy and Carter Oil Co.