high resolution site characterization and the triad approach seth pitkin triad investigations: new...
TRANSCRIPT
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High Resolution Site Characterization and the Triad ApproachSeth Pitkin
Triad Investigations: New Approaches and Innovative Strategies
June 2008
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2
Contents
1 Spatial Variability in Porous Media
2 Contaminants in Fractured Rock
3 High Resolution Site Investigations
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Gasoline Plume Site in VermontVariability of Hyd. Gradient w/ Depth
Shallow – 585 ft amsl Intermediate – 574 ft amsl
Deep – 557 ft amsl
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Hydrodynamic Dispersion
•Natural Gradient Tracer Tests
•Stanford/Waterloo – 1982
•USGS Cape Cod – 1990(?)
•Rivett et al 1991
•Dispersion is scale (time/distance) dependent
•Transverse horizontal dispersion is weak
•Transverse vertical dispersion is even weaker
•Longitudinal dispersion is significant
Stanford-Waterloo Natural Gradient Tracer Test Layout
“Sudicky Star”
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Rivett’s Experiment:The Emplaced Source Site
Rivett et al, 2000
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TCM Plume at 322 DaysWeak Transverse Dispersion
Rivett et al, 2000
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Distribution of K at CFB Borden - Beach Sand(adapted from Sudicky, 1986)
•1279 K measurements•Mean K= 9.75x10-3 cm/sec•Range = one order of magnitude
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Autocorrelation of K3 Cores in “Sudicky Star” CFB Borden
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Hydraulic Conductivity Correlation Lengths
Location Horizontal KCorrelation Length (m)
Vertical K Correlation Length (m)
Investigator
Borden, Ontario 2.8 0.12 Sudicky (1986)
Otis, ANGB 2.9 – 8 0.18 – 0.38 Hess et al (1992)
Columbus AFB 12.7 1.6 Rehfeldt et al
Aefligan 15 – 20 0.05 Hess et al (1992)
Chalk River,Ontario
1.5 0.47 Indelman et al (1999)
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Pease AFB, NH - Site 32 Section B – B’
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Hydraulic Conductivity Distribution on B – B’
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K (cm/sec) Distribution in Lower Sand on B – B”
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Pease AFB Site 32Kd and K variability with Depth
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Mass Flux Distribution
Guilbeault et. al. 2005
75% of mass discharge occurs through 5% to 10% of the plume cross sectional area.
Optimal Spacing is ~0.5 m
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Contents
1 Spatial Variability in Porous Media
2 Contaminants in Fractured Rock
3 High Resolution Site Investigations
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B.L. Parker
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Factors Governing Flow in Fractured Media
Kw
w gb
12
2
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Dual Porosity Media
A
mineral particle
Primary Porosity in the Matrix
2% - 25%
Secondary Porosity in the Fractures
0.1% - 0.001%
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DNAPL Disappearance from Fractures by Diffusion
Parker et al., Ground Water (1994)
Fracture Aperture2b
FractureSpacing
fm
H O2
DNAPL
f m
DissolvedPhase
fm
DissolvedPhase
Early Intermediate Later Time
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PLUMEZONE
SOURCEZONE
vadosezone
groundwaterzone
PLUMEFRONT
Nature of Contamination in Fractured Porous Media
B.L. Parker
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Contents
1 Spatial Variability in Porous Media
2 Contaminants in Fractured Rock
3 High Resolution Site Investigations
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High Resolution Approach
■ Transect: Line of vertical profiles oriented normal to the direction of the hydraulic gradient (Horizontal spacing)
■ Short Sample Interval: Vertical dimension of the sampled portion of the aquifer
■ Close Sample Spacing: Vertical distance between samples
■ Real-time/Near Real-time Tools
■ Dynamic/ Adaptive Approach
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High Resolution Tools■Cone Penetrometer
■Laser Induced Fluorescence (LIF, aka UVOST, TarGOST)
■Membrane Interface Probe (MIP)
■NAPL Ribbon Sampler
■WaterlooAPS
■Soil Coring and Subsampling
■On Site Analytical
■Bedrock Toolbox
COREDFN
Borehole Geophysics
FLUTe K Profiler
Multilevels (Westbay, Solinst, FLUTe)
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Collaborative Data in Porous Media:MIP, WaterooAPS, Soil Subcore Profiling and Onsite Analytical
■MIP: Rapid screening tool
Use to rapidly screen site and select sample locations for
detailed difinitive sampling
■WaterlooAPS: Detailed definitive data in aquifers
■Soil Subcore Profiling: Detailed definitive data in aquitards
■On site analytical: Near real-time defensible data
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Spatial Relationships of K and CSource Area Down Plume
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MIP: Continuous, Real-Time Profile
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Waterloo Profiler: Near Real-Time Closely Spaced Profile
PCETCE1,1,1-TCA1,2-DCEHeadIk
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WaterlooAPS: Finding What Others Missed
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Soil Subcore Profiling: What’s in the Aquitard?
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Soil Sub-Core Sampling: Near- Real Time, Closely Spaced Profile
100 101 102 103 104 105 106 107
20
18
16
14
12
10
8
6
4
2
0
Dep
th (
ft)
TCE (ug/kg)
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DFN Approach For Site Study
Drill Cored Holes
Core Measurements Geology
Rock VOC Analysis
Rock Physical Properties
Rock Chemical Properties
Rock Matrix Porewater
Concentrations
Measurements in Core Holes
Short Term Long Term
Open Hole Lined Hole
MIN MAX
Degradation
(Draft, May 26/06)
Geo
phys
ics
Pac
ker
Tes
ts
Flo
w M
eter
ing
Flu
te K
Pro
filin
g
Tem
pera
ture
GW
Sam
plin
g
Geo
phys
ics
Tem
pera
ture
Hydraulic Head
Multilevel Monitors
Contaminant Concentrations
Degradation
Mathematical Modeling
Improved Conceptual Model
B.L. Parker
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Rock Core Sampling
■High resolution VOC sampling
■Physical property sampling
Sampled Core Runs
Physical PropertySample
VOC Sample
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0 1 10 100
TCE mg/Lrock core
non-detect
Fractures withTCE migration
1
2
3
4
5
6
fractures coresamplesanalyzed
cored hole
Core Sampling for Mass Distribution &Migration Pathway Identification
B.L. Parker
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Step 1. Core HQ vertical hole
Step 2. Core logging and inspection
Step 3. Sample removal from core
Sample length:~1-2 inches
Step 4. Rock crushing Hydraulic
Rock Crusher
MeOH
Crushed rock
Step 5. Fill sample bottle with crushed rock
and extractant
Step 6. Microwave of sample for extraction of
analyte, and then analysis
Step 7. Conversion to Porewater concentration
B.L. Parker (Modified from Hurley, 2002)
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Example Rock Core VOC Concentration Profiles
Sandstone(California)
Shale(Watervliet, NY)
Siltstone(Union, NY)
B.L. Parker
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Long extraction time for shake-flask method – Not Very Real-Time
Data from Yongdong Liu (2005)Data from Yongdong Liu (2005)
Time (days)
Co
nce
ntr
atio
n(µ
g/L
me
tha
no
l)
0 7 14 21 28 35 42 490
20
40
60
80
100
120
140Sample 54
Sample 246
Sample 254
Sample 290TCE
Guelph SamplesGuelph Samples
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Microwave Assisted Extraction (MAE)
Photos courtesy of Dr. Tadeusz GóreckiB.L. Parker
■Fast - 40 min
■Extraction at higher temperature and pressure Increases diffusion rate and analyte desorption rate
Elevated boiling point (temperatures ~ 120ºC)
Increased solvent penetration
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Shake Flask vs MAE
(TCE)
■ Good correlation
■ More complete extraction with MAE
MAE (Lab Preserved)Shake-flask (Lab Preserved)
Concentration (µg/g wet rock)
Ele
vatio
n(m
asl
)
10-4 10-3 10-2 10-1
305
310
315
320
325
330
335
340
MAE
Shake-flask
Corehole MW-367-5
Shake-flask (µg TCE/ g wet rock)
MA
E(µ
gT
CE
/gw
et
rock
)
10-4 10-3 10-2 10-1
10-4
10-3
10-2
10-1
1:1 Line
B.L. Parker
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Distillation
■Contaminant hydrogeology is all about spatial variability
■High resolution site characterization is essential
■Apply Triad Approach Principles:
Real-time/ near real time data collection tools
Dynamic Work Strategy
Employ collaborative data using integrated tool sets
■Triad Approach in Bedrock Plumes: Coming Soon to a Fractured Rock Aquifer Near you
THE END
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EPA Clu-In 08/13/09
ESTCP
40
Hydraulic Parameter and Mass Flux Distribution Using the High-
Resolution Piezocone and GMS
Dr. Mark Kram, GroundswellDr. Norm Jones, BYUJessica Chau, UConn
Dr. Gary Robbins, UConnDr. Amvrossios Bagtzoglou, UConn
Thomas D. Dalzell, AMSPer Ljunggren, ENVI
EPA Clu-In Internet Seminar13 August 2009
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EPA Clu-In 08/13/0941
TECHNICAL OBJECTIVES
• Demonstrate Use of High-Resolution Piezocone to Determine Direction and Rate of GW Flow in 3-D– Compare with Traditional Methods– Develop Models and Predict Plume Behavior
• Integrate High-Resolution Piezocone and Concentration Data into 3-D Flux Distributions via GMS Upgrades
• Introduce New Remediation Performance Monitoring Concept
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EPA Clu-In 08/13/0942
TECHNOLOGY DESCRIPTION
High-Resolution Piezocone:
• Direct-Push (DP) Sensor Probe that ConvertsPore Pressure to Water Level or Hydraulic Head
• Head Values to ± 0.08ft (to >60’ below w.t.)
• Can Measure Vertical Gradients
• Simultaneously Collect Soil Type and K
• K from Pressure Dissipation, Soil Type
• Minimal Worker Exposure to Contaminants
• System Installed on PWC San Diego SCAPS
• Licensed to AMS
Custom Transducer
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EPA Clu-In 08/13/0943
SEEPAGE VELOCITY AND FLUX
Seepage velocity ():
Ki where: K = hydraulic conductivity (Piezocone)
= ------ (length/time) i = hydraulic gradient (Piezocone)
= effective porosity (Piezocone/Soil)
Contaminant flux (F): F = [X] where: = seepage velocity
(length/time; m/s)
(mass/length2-time; mg/m2-s) [X] = concentration of solute (MIP, etc.) (mass/volume; mg/m3)
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EPA Clu-In 08/13/0944
CONCENTRATION VS. FLUX
Most contaminated
Least contaminated
Source Zone
ControlPlane
B
A’
A
B’
ContaminantFlux (Jc)
Most contaminated
Least contaminated
Source Zone
ControlPlane
B
A’
A
B’
ContaminantFlux (Jc)
Length F,
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EPA Clu-In 08/13/0945
CONCENTRATION VS. FLUX
Most contaminated
Least contaminated
Source Zone
ControlPlane
B
A’
A
B’
ContaminantFlux (Jc)
Most contaminated
Least contaminated
Source Zone
ControlPlane
B
A’
A
B’
ContaminantFlux (Jc)
High Concentration High Risk!!Hydraulic Component - Piezocone
Length F,
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EPA Clu-In 08/13/0946
GMS MODIFICATIONS
Gradient, Velocity and Flux Calculations
Convert Scalar Head to Gradient [Key Step!]
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EPA Clu-In 08/13/0947
GMS MODIFICATIONS
Gradient, Velocity and Flux Calculations
Convert Scalar Head to Gradient [Key Step!]
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EPA Clu-In 08/13/0948
GMS MODIFICATIONS
Gradient, Velocity and Flux Calculations
Convert Scalar Head to Gradient [Key Step!] Merging of 3-D Distributions to Solve for Velocity Merging of Velocity and Concentration (MIP or Samples) Distributions to Solve for Contaminant Flux
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EPA Clu-In 08/13/0949
APPROACH
• Test Cell Orientation Initial pushes for well design; Well design and prelim. installations, gradient determination; Initial CaCl2 tracer tests with geophysics (time-lapse resistivity) to determine general flow direction
• Field Installations (Clustered Wells)
• Survey (Lat/Long/Elevation)
• Pneumatic and Conventional Slug Tests (“K – Field”) Modified Geoprobe test system
• Water Levels (“Conventional” 3-D Head and Gradient)
• HR Piezocone Pushes (K, head, eff. porosity)
• GMS Interpolations (, F), Modeling and Comparisons
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EPA Clu-In 08/13/0950
CPT-BASED WELL DESIGN
Candidate ScreenZone
Kram and Farrar Well Design Method
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EPA Clu-In 08/13/0951
DEMONSTRATION CONFIGURATION
Configuration via Dispersive Model
Utility PoleUtility Shed
Water Storage Tanks
20’ V
ehic
le G
ate
20’ V
ehic
le G
ate
4’ P
erso
nn
el
Gat
e100’
60’
Note: Layout displayed with 10’ x 10’ grid
W-3
W-2
W-1
2” Wells from EPA extraction system
1” EPA Hydraulic Test Wells
2” GeoVIS Monitoring Wells
Well cluster: ¾” Deep, Mid & Shallow Piezometers
1
4
3
2
9
5
8
7
6 10
13
12
11
13 Well Clusters, each cluster with a: Shallow Piezometer (8-8.5 ft Screens)Mid Piezometer (10.5-11.0 ft Screens)Deep Piezometer (13.5-14.0 ft Screens)
Clusters set on a 5ft x 5ft grid
5”
5”
piezometer
N
Utility PoleUtility Shed
Water Storage Tanks
20’ V
ehic
le G
ate
20’ V
ehic
le G
ate
4’ P
erso
nn
el
Gat
e100’100’
60’
Note: Layout displayed with 10’ x 10’ grid
W-3
W-2
W-1
2” Wells from EPA extraction system
1” EPA Hydraulic Test Wells
2” GeoVIS Monitoring Wells
Well cluster: ¾” Deep, Mid & Shallow Piezometers
2” Wells from EPA extraction system
1” EPA Hydraulic Test Wells
2” GeoVIS Monitoring Wells
Well cluster: ¾” Deep, Mid & Shallow Piezometers
1
4
3
2
9
5
8
7
6 10
13
12
11
1
4
3
2
1
4
3
2
9
5
8
7
6
9
5
8
7
6 10
13
12
11
10
13
12
11
13 Well Clusters, each cluster with a: Shallow Piezometer (8-8.5 ft Screens)Mid Piezometer (10.5-11.0 ft Screens)Deep Piezometer (13.5-14.0 ft Screens)
Clusters set on a 5ft x 5ft grid
5”5”
5”5”
piezometer
NN
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EPA Clu-In 08/13/0952
FIELD EFFORTS
Site Characterization with High Resolution Piezocone
Tracer TestTime-Lapse Resistivity
Well Development & Hydraulic TestsInstallation ¾”
Wells
1st Wells
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EPA Clu-In 08/13/0953
FIELD EFFORTS
Field Demo
Agency Demo
WirelessHRP
Receiver
Transmitter
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EPA Clu-In 08/13/0954
PIEZOCONE OUTPUT
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EPA Clu-In 08/13/0955
HIGH RESOLUTION PIEZOCONETESTS (6/13/06)
Head Values for Piezocone
Displays shallow gradient
W1
W3W2
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EPA Clu-In 08/13/0956
HEAD DETERMINATION(3-D Interpolations)
• Shallow gradient (5.49-5.41’; 5.45-5.38’ range in clusters over 25’)
• In practice, resolution exceptional (larger push spacing)
Piezo Wells
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EPA Clu-In 08/13/0957
COMPARISON OF ALL K VALUES
• Kmean and Klc values within about a factor of 2 of Kwell values;
• Kmin, Kmax and Kform values typically fall within factor of 5 or better of the Kwell values; • K values derived from piezocone pushes ranged much more widely than those derived from slug tests conducted in adjacent monitoring wells; • Differences may be attributed to averaging of hydraulic conductivity values over the well screen versus more depth discrete determinations from the piezocone (e.g., more sensitive to vertical heterogeneities).
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EPA Clu-In 08/13/0958
K BASED ON WELLS AND PROBE(Mid Zone Interpolations)
N
Well K Lookup K
Mean KK Max K Min
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EPA Clu-In 08/13/0959
VELOCITY DETERMINATION(cm/s)
Well Piezo (mean K)
mid
1st row
centerline
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EPA Clu-In 08/13/0960
FLUX DETERMINATION(Day 49 Projection)
Well Piezo (mean K)
mid
1st row
centerline ug/ft2-day
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EPA Clu-In 08/13/0961
Scenario Head K Porosity
1 Well Well Average 2a SCAPS SCAPS Kmean SCAPS 2b SCAPS SCAPS Kmin SCAPS 2c SCAPS SCAPS Kmax SCAPS 2d SCAPS SCAPS Klookup SCAPS 3 Well Well SCAPS 4a Well SCAPS Kmean SCAPS 4b Well SCAPS Kmin SCAPS 4c Well SCAPS Kmax SCAPS 4d Well SCAPS Klookup SCAPS 5 Unif. grad. Average Average
MODELINGConcentration and Flux
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EPA Clu-In 08/13/0962
Scenario Head K Porosity
1 Well Well Average 2a SCAPS SCAPS Kmean SCAPS 2b SCAPS SCAPS Kmin SCAPS 2c SCAPS SCAPS Kmax SCAPS 2d SCAPS SCAPS Klookup SCAPS 3 Well Well SCAPS 4a Well SCAPS Kmean SCAPS 4b Well SCAPS Kmin SCAPS 4c Well SCAPS Kmax SCAPS 4d Well SCAPS Klookup SCAPS 5 Unif. grad. Average Average
MODELINGConcentration and Flux
Well
Kmean
Klc
Ave K
ug/ft2-day ppb
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EPA Clu-In 08/13/0963
PERFORMANCE
Performance Summary.
Performance Criteria Expected Performance
Metric Results
Accuracy of high-resolution piezocone for determining head values, flow direction and gradients
± 0.08 ft head values Met Criteria
Hydraulic conductivity (dissipation or soil type correlation)
± 0.5 to 1 order of magnitude
Met Criteria
Transport model based on probes
Predicted breakthrough times and concentrations within one order of magnitude; probe based model efficiency accounts for more than 15% of the variance associated with well based models
Met Criteria
Time required for generation of 3-D conceptual and transport models
At least 50% reduction in time
Met Criteria
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EPA Clu-In 08/13/0964
Cost Comparisons(Per Site)
$0
$50
$100
$150
$200
$250
$300
$350
20 50 75
Total Depth (ft)
$K
3/4" DP
2" DP
Drilled Wells
HR Piezocone
FLUX CHARACTERIZATIONCost Comparisons
“Apples to Apples” – HR Piez. with MIP vs. Wells, Aq. Tests, Samples10 Locations/30 Wells
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EPA Clu-In 08/13/0965
Early Savings of ~$1.5M to $4.8M
High Res Piezocone Annual Savings - 20 Sites
(Relative to Alternatives)
$0
$1
$2
$3
$4
$5
$6
20 50 75
Total Depth (ft)
$M
3/4" DP
2" DP
Drilled
FLUX CHARACTERIZATIONCost Comparisons
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EPA Clu-In 08/13/0966
“Apples to Apples” – HR Piez. with MIP vs. Wells, Aq. Tests, Samples10 Locations/30 Wells
FLUX CHARACTERIZATIONTime Comparisons
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EPA Clu-In 08/13/0967
FUTURE PLANS
Tech Transfer– Industry Licensing (AMS/ENVI - Market Ready by September ‘09)– ITRC Guidance (Flux Methods – First Draft by September ’09)– ASTM D6067
Final Reports– Final:
(http://www.clu-in.org/s.focus/c/pub/i/1558/)– Cost and Performance:
(http://costperformance.org/monitoring/pdf/Char_Hyd_Assess_Piezocone_ESTCP.pdf)
“Single Mobilization Solution” Integration– Expedited Chem/Hydro Characterization/Modeling– Expedited LTM Network Design– Sensor Deployment– Automated Remediation Performance via Flux
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EPA Clu-In 08/13/0968
CONTAMINANT FLUX MONITORING STEPS(Remediation Design/Effectiveness)
• Generate Initial Model (Seepage Velocity, Concentration Distributions)
– Conventional Approaches– High-Resolution Piezocone/MIP
• Install Customized 3D Monitoring Well Network– ASTM– Kram and Farrar Method
• Monitor Water Level and Concentrations (Dynamic/Automate?)• Track Flux Distributions (3D, Transects)• Evaluate Remediation Effectiveness
– Plume Status (Stable, Contraction, etc.)– Remediation Metric– Regulatory Metric?
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EPA Clu-In 08/13/0969
EXPEDITED FLUX APPROACH“Single Mobilization Solution”
Plume Delineation• MIP, LIF, ConeSipper, WaterlooAPS, Field Lab, etc.• 2D/3D Concentration Representations
Hydro Assessment
• High-Res Piezocone (2D/3D Flow Field, K, head, eff. por.)
LTM Network Design
• Well Design based on CPT Data
• Field Installations (Clustered Short Screened Wells)
Surveys (Lat/Long/Elevation)
GMS Interpolations (, F), Conceptual/Analytical Models
LTM Flux Updates via Head/Concentration
• Conventional Data
• Automated Modeling
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EPA Clu-In 08/13/0970
Conceptual/Analytical Model
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EPA Clu-In 08/13/0971
Conceptual/Analytical Model
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EPA Clu-In 08/13/0972
Conceptual/Analytical Model
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EPA Clu-In 08/13/0973
Conceptual/Analytical Model
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EPA Clu-In 08/13/0974
CONCLUSIONS
• High-Res Piezocone Preliminary Results Demonstrate Good Agreement with Short-Screened Well Data
• Highly Resolved 2D and 3D Distributions of Head, Gradient, K, Effective Porosity, and Seepage Velocity Now Possible Using HRP and GMS
• When Know Concentration Distribution, 3D Distributions of Contaminant Flux Possible Using DP and GMS
• Single Deployment Solutions Now Possible
• Exceptional Capabilities for Plume “Architecture” and Monitoring Network Design
• Significant Cost Saving Potential
• New Paradigm - LTM and Remediation Performance Monitoring via Sensors and Automation (4D)
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EPA Clu-In 08/13/0975
ACKNOWLEDGEMENTS
SERDP – Funded Advanced Fuel Hydrocarbon Remediation National Environmental Technology Test Site (NETTS)
ESTCP – Funded Demonstration
Field and Technical Support – Project Advisory Committee Dorothy Cannon (NFESC)Jessica Chau (U. Conn.) Kenda Neil (NFESC)Gary Robbins (U. Conn.) Richard Wong (Shaw I&E)Ross Batzoglou (U. Conn.) Dale Lorenzana (GD) Merideth Metcalf (U. Conn.) Kent Cordry (GeoInsight)Tim Shields (R. Brady & Assoc.) Ian Stewart (NFESC)Craig Haverstick (R. Brady & Assoc.) Alan Vancil (SWDIV)Fred Essig (R. Brady & Assoc.) Dan Eng (US Army)Jerome Fee (Fee & Assoc.) Tom Dalzell (AMS)Dr. Lanbo Liu and Ben Cagle (U. Conn.) Per Ljunggren (ENVI)U.S. Navy
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EPA Clu-In 08/13/0976
THANK YOU!
For More Info:
Mark Kram, Ph.D. (Groundswell)805-844-6854
Tom Dalzell (AMS)208-408-1612
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EPA Clu-In 08/13/0977
Thank You
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