DPT Jet Injection for Remediation of Low-Permeability Zones: Full-Scale Case Study Results from 3 Years of Treatment
Platform Presentation at the Eleventh International Conference on Remediation of Chlorinated and Recalcitrant Compounds held on April 8-12, 2018, in Palm Springs, California.
Chapman Ross (cross@geosyntec.com) and Dylan Eberle (Geosyntec Consultants, Acton, MA, USA), Neal Durant (Geosyntec Consultants, Washington, DC, USA),
William Slack and Drew Baird (FRx, Inc., Cincinnati, OH, USA),
Torben Højbjerg Jørgensen and Eline Begtrup Weeth (COWI A/S, Odense, Denmark),
Peder Johansen (Capital Region of Denmark)
DPT Jet Injection shown to be extremely effective for emplacing amendments in challenging low permeability formations.
Total TCE mass in soil decreased by 93% after 30 months.
Total VOC mass in soil decreased by 82% after 30 months.
Total VOC mass discharge in groundwater decreased by 89% after 36 months.
Increasing ethane/ethene concentrations demonstrate complete degradation (max. ethane conc. In 2017 = 7.8 mg/L).
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DPT Jet Injection for Remediation of Low-Permeability Zones: Full-Scale Case Study Results from 3 Years of Treatment
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EXCEPTIONAL SOLUTIONS
DPT Jet Injection for Remediation of
Low-Permeability Zones: Full-Scale Case
Study Results from 3 Years of Treatment
Presented by: Chapman Ross, Acton, MA
cross@geosyntec.com
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Two Key Take Home Points
DPT Jet Injection Provides:
• Better Control: Flat Fractures and Limited
Surfacing
• Competitive Cost: $60-150/CY for ZVI treatment
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Problem Statement: Develop Better Injection
Technology to Treat Contaminants in Clay
Method development partially
funded by Danish government.
Why?
• 40% Denmark covered in
highly fractured clay till.
• 90% of drinking water in
Denmark is sourced from
groundwater
Typical orientation of glaciotectonic fractures
in Danish basal tills
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Method development
partially funded by Danish
government. Why?
• 40% Denmark covered in
highly fractured clay till.
• Hundreds of chlorinated
solvent sites.
Clay till + solvents =
long-term source zones
Problem Statement: Develop Better
Injection Technology to Treat Contaminants in Clay
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Applicability in US and Canada
Remediating low-permeability
sites is a major challenge for US
and Canadian Sites.
Surficial Geology of North America
Extent of Glaciation
Piedmont
Source:
http://ftp.maps.canada.ca/pub/nrcan_rncan/publications/ess_sst/295/295462/gsccgm%5f195%5fb%5f2014%5fmn01p1.pdf
http://pubs.usgs.gov/of/2003/of03‐275/USGS_OFR03‐275.pdf
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Jet Injection Compared to
Traditional DPT Injections
Injecting remediation
amendment slurries using
traditional direct push methods
often results in uncontrolled
fracturing of the subsurface.
DPT Jet Injection overcomes
this limitation.
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Direct push tooling advancement
DPT Jet Injection – How Does it Work?
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0.9 m
10,000 psi water jetting
DPT Jet Injection – How Does it Work?
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Path of jet cutting
across saprolite
10,000 psi water jetting
DPT Jet Injection – How Does it Work?
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100 to 400+ psi slurry
injection
DPT Jet Injection – How Does it Work?
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Horizontal
Fracture
Conduits
Cavity
Slurry contains solid proppant
which is emplaced to create a
reactive and more permeable zone.
DPT Jet Injection – How Does it Work?
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DPT Jet Injection – Applications
• Demonstrated in clay till (Maine, Ohio, Denmark) and saprolite (Georgia and
South Carolina)
• Effective in heterogeneous low-permeability formations
• Capable of emplacing wide range of powdered, granular, and liquid
amendments:
– nZVI, mZVI, Granular ZVI
– Solid and Liquid-Phase Electron Donors
– Persulfate, Permanganate
– Carbon-based amendments
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Conceptual Model – Treatment with DPT Jet Injection
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Conceptual Model – Treatment with DPT Jet Injection
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Conceptual Model – Treatment with DPT Jet Injection
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Conceptual Model – Treatment with DPT Jet Injection
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Conceptual Model – Treatment with DPT Jet Injection
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Conceptual Model – Treatment with DPT Jet Injection
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Conceptual Model – Treatment with DPT Jet Injection
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Conceptual Model – Treatment with DPT Jet Injection
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Conceptual Model – Treatment with DPT Jet Injection
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Conceptual Model – Treatment with DPT Jet Injection
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Objective: Turn 100 year source into <5 year source
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• 700 sq meter Target Treatment Area (TTA)
• 4 m design ROI
• 21 injection locations with
121 individual injections
• 5-7 discrete injection depths
• 50 tonnes mZVI (Hepure Ferox Flow)
• 25 tonnes sand
5
25
50
5 to 80 mg/kg
VOCs (mostly TCE)
Case Study – Remedial Design
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Surfacing during
injection was limited to 4
known historical borings
and 2 other locations
during 121 injections.
Surfacing during slurry
injection can be
controlled!!
Case Study – Surfacing
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Case Study –
Lateral Fracture Distribution
Advanced 80 borings in TTA
High resolution site
characterization confirmed
our 4 m design ROI
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Depth below ground surface (meters)
I‐10Ground Surface
Injection Characterization Soil Borings
Injection
Location
Distance from the injection point (meters)
1
2
3
4
5
6
7
8
9
10
11
12
North South
12 0 2 41 3 5345
Distance 3 m
Thickness 3 mm
Distance 2.5 m
Thickness 5 mm
Distance 1.25 m
Thickness 11 mm
Distance 0.25 m
Thickness 8 mm
Distance 2 m
Thickness 6 mm
Distance 4.7 m
Thickness 1 mm
Injection Tooling
Injection Characterization Soil Borings
Case Study: Tracing Single Fractures
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4m ROI
Documented multiple
overlapping ZVI-filled zones
between injection locations.
Case Study: Mapping Overlap w/ Multiple Tracers
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Case Study: Distribution of Fractures – 3D Modeling
METHODOLOGY
• 3D modeling (EVS software) was
utilized to interpolate 90,000
magnetic susceptibility (MS)
readings.
• Interpolated MS readings >1x10-3
were generally co-located with
visual identification of ZVI-filled
fractures.
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North South
4m ROI
1 x 10‐3
2 x 10‐3
3 x 10‐3
Magnetic
Susceptibility
Boring Type
Injection
Boring
Soil
Boring
Above
Redox
Boundary
Below Redox
Boundary
Dense Gray
Till
Lithology
Black tick marks are visual ZVI
observations in soil borings
(3D model verification)
Lateral Distribution of Horizontal Fractures – Cross Sections
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Virtual 3-D Model
(EVS)
Case Study – 3-D Print of Distribution
3-D Printed Model
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Decreases in
VOCs correlated
with observed ZVI
fracture depths
VOCs in Soil –
6, 18, and 30 month Post-Treatment Profiles
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TCE in Soil –
Baseline and 30 month Post-Treatment
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Nov 2014 (Baseline)
June 2017
May 2016 3-D model shows decrease
in magnitude and extent of
Total VOCs in soil.
Distribution of Total VOCs in Soil –
Baseline, 18 months, 30 months Post-Treatment
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Distribution of Total VOCs in Soil –
Baseline, 6 months Post-Treatment
Nov 2014 (Baseline) June 2015
68% Reduction
6 months
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Nov 2014 (Baseline) June 2015 May 2016
64% in 18 months
68% Reduction
6 months
June 2017
82% Reduction in 30 months
Distribution of Total VOCs in Soil –
Baseline, 6, 18, 30 months Post-Treatment
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Baseline
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
kg/yr (as TCE)
TCE cis‐DCE VC Ethane +
Ethene
Baseline 89% Reduction in
Total VOCs over 3
years
Mass Discharge VOCs in
Groundwater from TTA
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Case Study Conclusions
• DPT Jet Injection shown to be extremely effective for emplacing amendments in
challenging low permeability formations.
• Total TCE mass in soil decreased by 93% after 30 months.
• Total VOC mass in soil decreased by 82% after 30 months.
• Total VOC mass discharge in groundwater decreased by 89% after 36 months.
• Increasing ethane/ethene concentrations demonstrate complete degradation (max.
ethane conc. In 2017 = 7.8 mg/L).
• Lesson Learned: Bioaugmentation at beginning could have provided faster
complete treatment in the first 2 years, limiting cis-DCE formation.
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• Better Control: Flat Fractures and Limited Surfacing
• Reduced Injection Time: Faster than standard DPT injection approaches
• Works reliably at shallow depths and in heterogeneous formations
• Injection of long-term amendments like ZVI can result in semi-passive
treatment of long-term source zones
• Competitive Cost: When compared to other methods commonly used for
treating low-permeability zones (e.g., thermal, excavation)
$60-150/CY for ZVI treatment
Advantages of DPT Jet Injection