biovapor model: use, application,...
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Biovapor Model: Use, Application, Comparisons
in:
Petroleum Vapor Intrusion Workshop
Sunday, September 13, 2015 1:00 to 5:00 pm at:
25th National Tanks Conference and Expo
Phoenix
September 14 – 16, 2015
George DeVaull
george.devaull@shell.com
2
Workshop Agenda
Welcome, Introductions, Safety Issues
Update on ITRC PVI Guide
Update on EPA OUST
Screening Criteria
BioVapor Model; Use, Comparison. Applications
Lead Scavengers: BioVapor
Lead Scavengers: Case Studies
Sampling and Analysis
Case Studies/ Lessons
Summary30 minutes
3
BioVapor Use, Comparison. Application
To Be Covered:
Model Introduction
Application Examples
4
Model Use in Evaluating the PVI Pathway
Model Use in regulatory program varies
In states where VI modeling may be applied:
� The sole basis for eliminating consideration of the VI pathway (11 states)
�A line of evidence in the investigation (7 states)
� If applied, may require confirmatory sampling (8 states)
And continues to evolve …
From:
MADEP. 2010. Vapor Intrusion/Indoor Air Guidance Survey. Report prepared for Massachusetts
Department of Environmental Protection by Parsons, Boston, MA. Final, July.
5
Johnson and Ettinger (1991): Heuristic model for predicting the intrusion rate of
contaminant vapors into buildings, Environ. Sci. Tech., 25:1445-1452.
� Applied: ASTM E2081-00; E1739-95; USEPA, 2003; others
USEPA OSWER - Subsurface Vapor Intrusion Guidance (2002):
� “The draft guidance recommends certain conservative assumptions that may not be
appropriate at a majority of the current 145,000 petroleum releases from USTs. As
such, the draft guidance is unlikely to provide an appropriate mechanism for
screening the vapor pathway at UST sites.”
Tillman, F.D. and J.W. Weaver, 2005, Review of recent research on vapor intrusion,
EPA/600/R-05/106
� “While caution would require the evaluation of the soil-to-indoor air pathway for
all subsurface contamination, there are, in fact, not many cases of proven vapor
intrusion documented in the scientific literature. This is particularly true for organic
vapors subject to aerobic biodegradation, such as gasoline compounds (petroleum
hydrocarbons).
J&E Model: Subsurface Vapors to Indoor Air Vapor Intrusion
6
Questions (API): Roger Claff, claff@api.org, 202-682-8399; Bruce Bauman, Bauman@api.org, 202-686-8345
Acknowledgements: Tom McHugh, Paul Newberry, GSI Environmental, Houston.
American Petroleum Institute BioVapor Model
Download at: www.api.org/pviOR Navigate www.api.org to Environment, Health & Safety > Soil & Groundwater Research > Vapor IntrusionFree, asks for registration information (update notification)
7
Model Use Comparison
Complex: numerical, multi-dimensions, time-dependent
� intensive computation, potentially few users
� Explore building / foundation interaction details
� Lateral building / foundation to source separation
� Can be ‘stiff’ (numerically unstable)
Simple: analytical, semi-analytical, one-dimension
� Very fast calculations
� Multiple chemicals, oxygen sinks, no problem
� Sensitivity estimates are realistically possible
� Insight into trends, sensitivity, key parameters
� Easily coded and run
Yao and Suuberg, 2013: A Review of Vapor Intrusion Models, ES&T
Many models are available … tradeoffs
8
API BioVapor: Use
Structure
� Menu-driven
� Microsoft Excel™ spreadsheet
� Open, unlocked, reference guidance
Input:
� Same or similar parameters as Johnson & Ettinger model
� Similar conceptual model & caveats on model applicability and use.
� Includes ‘oxygen-limited aerobic biodegradation’ (DeVaull, ES&T 2007)
� Additional Parameters and Information
� Either can be readily estimated, or
� Included in database (example: chemical-specific aerobic degradation rates)
Key:• Quantify the contribution of aerobic biodegradation• Available and relatively easy to use
9
BioVapor: Menus & output
10
Petroleum Biodegradation Conceptual Model
Key Idea: oxygen consumption andhydrocarbon attenuation are directly correlated
ambient
air
petroleum
vapor
source
oxygen flux
(down)
petroleum flux
(up)
transition point
outdoor air
below foundation
indoor air
source
Building Resistance (walls, roof)
Foundation Resistance
Soil Resistance (aerobic)
Soil Resistance (anaerobic)
11
Oxygen below Buildings: Basis
Aerobic Biodegradation
� Hydrocarbon to Oxygen use ratio: 1 : 3 (kg/kg)
� Atmospheric air (21% Oxygen; 275 g/m3 oxygen) provides the capacity to
degrade 92 g/m3 hydrocarbon vapors (92,000,000 ug/m3)
Oxygen below a Foundation: can it get there?
� Through the foundation
� Equate to same transport parameters as other VI chemicals
� Around the foundation edges (bonus)
� Additional oxygen
Key: Oxygen below a foundation• Can oxygen get there?• Is there enough oxygen to support significant aerobic biodegradation?
12
Oxygen in the BioVapor Model
Three Options:
1. Specify Aerobic depth
� Measure vapor profile
2. Specify Oxygen concentration under a foundation
� Measure oxygen
3. Let the model balance hydrocarbon & oxygen consumption
� Specify vapor source composition (gasoline vapor, etc.)
� Estimate or measure hydrocarbon source
Key:• Pick one method; the others are related (and predicted)• Relatively unique to this model (particularly #3)
13
Aerobic Petroleum Biodegradation Rates in SoilAerobic Petroleum Biodegradation Rates in SoilAerobic Petroleum Biodegradation Rates in SoilAerobic Petroleum Biodegradation Rates in Soil
kw = 0.48 /hr (0.08 to 3.0)
Aromatic Hydrocarbons
kw = 40 /hr (7.8 to 205)
Aliphatic Hydrocarbons
• Chemical-Specific Rates
DeVaull, 2011: Biodegradation rates for petroleum hydrocarbons in aerobic soils: A summary of measured data, International Symposium on Bioremediation and Sustainable Environ. Technol., June 2011, Reno.
ww
ieff
Rk
HDL
⋅
⋅=
θ‘reaction length’
Rates for ‘air-connected’ soils
14
Diffusion-Limited Homogeneous Reaction Rates in Soils
Hydrocarbon and oxygen may deplete before permeating through
soil agglomerate. The effect is a reduced observed degradation rate
when diffusion coefficients are lower.
�Quantify: Thiele (1939); Best (1955); Bosma (1997)
Bulk Soil
Oxygen at
Surface
Hydrocarbon
At Depth
Pore Scale
plane of
symmetry
pore
Lp
Concentration
In Soil
soil
particleO2
CxHyO2
CxHy
Concentration in Soil Pores
or microbes, flocs,
biofilm, or soil
agglomerate scale
15
Data: Reduced observed degradation rate
Slower observed water-phase rates at lower air-filled soil porosity
�Predictable by reduced diffusion through soil matrix
BTEX data
median
diffusive column
advective column
soil gas profiles
unsaturated microcosm
kw = kw,0 / ( 1 +Deff / Deff,0 )
0.001
0.01
0.1
1
10
100
1000
0 0.1 0.2 0.3 0.4 0.5
Ae
rob
ic D
eg
rad
ati
on
Ra
te k
w(1
/ho
ur)
Soil Pore Air (cm3/cm
3)
quartiles (range)
Asymptote is high-end
attenuation rate
(aerobic) in groundwater
omit ~
time
16
Reaction Length
For diffusion-dominated transport in (aerobic) vadose zone soils
Distance over which degradation occurs approaches a
lower limit (does not approach zero; not instantaneous)
omit ~
time
�Distance: Diffusion-Reaction Length
� Implication: Modeling could be extended into capillary fringe
17
BioVapor Use, Comparison. Application
To Be Covered:
Model Introduction
Application Examples
Model / Data & Sensitivity Examples
18
Model Application 1: Compare 1-D to 3-D Estimates
3D: Abreu 2009: GWM&R
�& API Publ. 4555
Basement Scenario
Matched Parameters
� Except “Depth”
10-15
10-14
10-13
10-12
10-11
10-10
10-9
10-8
10-7
10-6
10-5
10-4
10-3
10-2
0.1 1 10 100 1000
Ind
oo
r to
So
urc
e V
ap
or
Co
nce
ntr
ati
on
Ra
tio
Source Vapor Concentration (mg/L) (g/m3)
Basement Scenario
BioVapor
0.65 m
1.3 m
1.8 m
2.5 m
3.1 m
4.3 m
6.1 m
Abreu (2009) 3D
1 m
2 m
3 m
4 m
5 m
7 m
10 m
0
2
4
6
8
Ae
rob
ic D
ep
th (
m)
NAPL Dissolved Phase
19
Application 1A: Scenario Type Classification
� Lower Concentration Source� Dissolved Groundwater Source
� Clean Soil Model
� Lower VOC flux
� Lower Oxygen Demand
� Higher Concentration Source� LNAPL Source
� Dirty Soil Model
� Higher VOC Flux
� Higher Oxygen Demand
O2
HC
reaction
zone
O2
HC
reaction
zone
ex
clu
sio
n
dis
tan
ce
ex
clu
sio
n
dis
tan
ce
20
Application 1A: Exclusion Distances
DeVaull, G. E., Environ. Sci. Technol. 2007, 41, 3241-3248.
Increase separation distance by a factor of 2, attenuation factor decreases by a factor of 8E-06
Distance is a much more robust screening factor than an
attenuation ratio.
21
Application 1A: Exclusion distance
No detects at all in this quadrant
Lahvis, M.A., et al., Vapor Intrusion Screening at Petroleum UST Sites, Groundwater Monitoring and
Remediation [Article first published online: 21 Feb 2013].
Low % detect & conc. in this quadrant
Scatter plot – soil gas vs. distance from water table
22
Application 2 – Measured Data to BioVapor Comparison
Beaufort, South Carolina
� Favorable comparison of petroleum & oxygen concentrations
Data: Lahvis et al., Water Resources Research, 1999, 35, 3, 753-765.
23
Application 2A – Measured Data to BioVapor Comparison
Ratio of indoor to source vapor concentration: BTEX
24
Model Application 3: Extreme ConditionsPotential “worst case” indoor air concentrations
Key Ideas: “Worst Case” Conditions• Same for or Building, Soils and Vapor Source• Opposite Extreme for Foundation Type
Building Foundation Types:• Non-degrading chemicals:
• High Vapor Flow Through Foundation
• Aerobically degrading petroleum:
• Low Oxygen (Air) Flow through Foundation
25
Sensitivity Analysis 1:
“Some required or optional model inputs parameters such as oxygen
concentration below the building foundation and baseline soil oxygen
respiration rate are not commonly measured during site investigation.
…the user should conduct a sensitivity analysis in order to evaluate
the effect of input parameter value uncertainty on the model results”
“Users of this model should not rely exclusively on the information
contained in this document. Sound business, scientific, engineering,
and safety judgment should be used in employing the information
contained herein.”
Neither API nor any….
Weaver, J. (2012). BioVapor Model Evaluation, For 23rd National Tanks
Conference Workshop St. Louis, Missouri, March 18, 2012
BioVapor User’s Guide:
26
Sensitivity Analysis 2:
Parameter importance ranking
� Primary
� Depth, source concentration
� Oxygen content, biodegradation rate, foundation air flow, soil moisture
content
� Secondary
� Air exchange rate, other factors in J&E
� Results will be more strongly dependent on source depth and strength
than analogous J&E, and unless the source is right below foundation, less
dependent on building parameters.
Weaver, J. (2012). BioVapor Model Evaluation, For 23rd National Tanks Conference Workshop St. Louis, Missouri, March 18, 2012.
Picone, S. et al., 2012: Environmental Toxicology and Chemistry, Vol. 31, No. 5, pp. 1042–1052, 2012.
BioVapor versus Johnson and Ettinger:
27
BioVapor Use, Comparison. Application
To Be Covered:
Model Introduction
Application Examples
The Lead Scavengers EDB and 1,2-DCA
28
Background Information: EDB and 1,2-DCA
Lead scavengers ethylene dibromide (EDB) and 1, 2-dichlorethane (1,2-
DCA) were first added to leaded gasoline in the 1930s to prevent alkyl lead
compounds from forming solid lead oxide deposits that could foul engines.
Usage […] was virtually eliminated from gasoline in the United States in the
1980s, although use in certain aviation fuels continues (as of 2015).
8 minutesFrom: Falta, R.W., GWMR, 2004
Remaining:
Piston-Driven Aircraft
� FAA (2013) - underway
http://www.faa.gov/about/initiatives/avgas/
29
Properties, Use, Information
Ethylene Dibromide, EDB
� CASRN 106-93-4, C2H4Br2, MW = 187.86, Tbp = 131°C,Tmp = 10°C, log10Kow=1.96, S = 4310 mg/L, Pv = 11.2 mmHg, H = 6.5E-4 atm-m3/mol. rL = 2.169 g/mL liquid
� Uses: agricultural fumigant (soil, grain, citrus, tobacco), chemical manufacture, solvent, catalyst, exhaust system scavenger in gasolines containing lead antiknock compounds. Naturally produced by marine algae.
� Aerobic Degradation: aerobic – ubiquitous (HSDB): ‘in one laboratory screening study using
100 soils, half-lives ranging from 1.5 to 18 weeks were determined’
1,2-Dichloroethane, 1,2-DCA. ethylene dichloride (EDC)� CASRN 107-06-2, C2H4Cl2, MW = 98.95, Tnbp = 84°C, Tmp = -35°C, log10Kow = 1.45, S = 5100
mg/L, Pv = 80 mmHg, H = 9.79E-4 atm-m3/mol.
� Uses: production of vinyl chloride monomer, a precursor to PVC. Reported in indoor air from plastic [from China] {Doucette, WJ, et al., 2010: GWM&R 30 (1): 67–73.} Solvent, exhaust system scavenger in gasolines containing lead antiknock compounds. Agricultural fumigant (grain).
� Aerobic Degradation: Davis GB, Patterson BM, Johnston CD. Aerobic bioremediation of 1,2
dichloroethane and vinyl chloride at field scale, J Contam Hydrol. 2009 107(1-2):91-100.
30
Prior Evaluation and Information
Groundwater Evaluation: Risk, Natural Attenuation
• Anaerobic Degradation
• Dehalogenation in the presence of fuel hydrocarbons
31
Risk Evaluation - Narrative
USEPA, 2013: Evaluation Of
Empirical Data To Support Soil
Vapor Intrusion Screening Criteria
For Petroleum Hydrocarbon
Compounds, US Environmental
Protection Agency, Office of
Underground Storage Tanks,
Washington, DC. EPA 510-R-13-
001
�Appendix F. Analysis of Lead
Scavengers: Ethylene Dibromide
and 1,2-Dichloroethane
Presuming No Degradation
32
Vapor Intrusion: Exclusion Distance Evaluation
Supportive, but Sparse Detection Data; mostly non-detect
Example: Peargin and Kolhatkar. 2013
33
Different Approach: Estimate Aerobic Degradation Rates
Example: CA LUFT Site #90099 [data from GeoTracker]� Rejzek, T: Vapor Intrusion of the Lead Scavenger 1,2-Dichloroethane (EDC) at LUFT Sites, presentation at
March 2015 AEHS Conference
� One measured soil gas profile [1,2-DCA] with detections; analysis: same profile, same date, no residual
34
1,2-DCA Aerobic Biodegradation
Data Compilation. Derived water-phase aerobic degradation rates.
kw = 0.087 /hr
1
1
35
EDB Aerobic Biodegradation
Data Compilation. Derived water-phase aerobic degradation rates.
kw = 0.0093 /hr
1
1
36
Data References
Pignatello, JJ, CR Frink, PA Marin, EX Droste, Field-Observed Ethylene Dibromide in an Aquifer After Two Decades, Journal of Contaminant Hydrogeology, 5, 1990, 195-214.
Freitas dos Santos, L. M., A. G. Livingston, Mineralisation of 1,2-dibromoethane and other brominated aliphatics under aerobic conditions, Water Science and Technology, 1997, 36(10), 17-25.
Olaniran, A.O.; A. Balgobind, B. Pillay, Quantitative assessment of the toxic effects of heavy metals on 1,2-dichloroethane biodegradation in co-contaminated soil under aerobic condition, Chemosphere 85 (2011) 839–847.
Wang, S.Y., Y.C. Kuo, Y.Z. Huang, C.W. Huang, C.M. Kao, Bioremediation of 1,2-dichloroethane contaminated groundwater: Microcosm and microbial diversity studies, Environmental Pollution 203 (2015) 97-106.
Herbst, B., U. Wiesmann, Kinetics and Reaction Engineering Aspects of the Biodegradation of Dichloromethane and Dichloroethane, Water Res., 30, 5, 1069-1076, 1996.
Rejzek, T., Vapor Intrusion of the Lead Scavenger 1,2-Dichloroethane (EDC) at LUFT Sites, presentation at the 25nd Annual International Conference on Soil, Water, Energy, and Air, Mission Valley, San Diego, California. March 23 - 26, 2014.
Soil Gas Assessment Report, 101 East Victoria Street, Santa Barbara, California (LUFT Site #90099), GeoTracker [accessed June 2015]. http://geotracker.waterboards.ca.gov/
37
BioVapor - Amend the Chemical Database: EDB, 1,2-DCA
edit the database
addchemical
data
* EDB, 1,2-DCA not included in downloadable BioVapor at API.org
38
Model Comparison: 1-D to 3-D
Example nomagram
�used previously
Soil Gas Screening
3D: Abreu 2009: GWM&R
� & API Publ. 4555
Basement Scenario
Matched Parameters
� Except “Depth”
all aerobic all anaerobic
Application: • Repeat this plot & scenario for EDB & 1,2-DCA•Use BioVapor•This is a sensitivity analysis for depth and source concentration
(att
en
ua
tio
n f
ac
tor)
39
BioVapor Modeling
Benzene
Okay for:
� Total Source Vapor > 10.2E+6 ug/m3; Benzene < 3080 ug/L-water; Separation Distance > 1.22 m (4 ft)
� Target indoor air: 0.31 ug/m3 ; Source Concentration: 7.0E5 ug/m3 in soil gas ; need attn. < 4.4E-7
� Dry Sand (porosity 0.375 cm3/cm3, moisture 0.054 cm3/cm3), cair = H · cgroundwater, cair (measured)
� Less effect for lower soil porosity & higher soil moisture
(att
en
ua
tio
n f
ac
tor)
40
BioVapor Modeling
EDB
Okay for:
� Total Source Vapor < 6.0E+6 ug/m3; EDB < 8200 ug/L-water; Separation Distance > 1.79 m (6 ft)
� Target indoor air: 0.0041 ug/m3 ; Source Concentration: 2.1E4 ug/m3 in soil gas ; need attn. < 1.9E-7
� Dry Sand (porosity 0.375 cm3/cm3, moisture 0.054 cm3/cm3) , cair = H · cgw / 10 , cgw (measured)
� Less effect for lower soil porosity & higher soil moisture
(att
en
ua
tio
n f
ac
tor)
41
BioVapor Modeling
1,2-DCA
Okay for:
� Total Source Vapor < 1.8E+7 ug/m3; 1,2-DCA < 1310 ug/L-water; Separation Distance > 1.22 m (4 ft)
� Target indoor air: 0.094 ug/m3 ; Source Concentration: 5.2E3 ug/m3 in soil gas ; need attn. < 1.8E-5
� Dry Sand (porosity 0.375 cm3/cm3, moisture 0.054 cm3/cm3) , cair = H · cgw / 10 , cgw (measured)
� Less effect for lower soil porosity & higher soil moisture
(att
en
ua
tio
n f
ac
tor)
42
Lead Scavengers EDB and 1,2-DCA
Aerobic degradation is observed for EDB & 1,2-DCA in soils
�Degradation rates estimated; manually added to BioVapor database
BioVapor modeling & relative risk of EDB & 1,2-DCA in leaded
gasoline, with respect to vapor intrusion:
� EDB, or 1,2 DCA, when present, has a potential risk envelope similar
to or less than benzene (close source to foundation separation
distance, high source concentrations)
Results shown tend to conservative; a general sensitivity analysis may
also appropriate
�Presumed upper bound soil gas estimates of EDB & 1,2-DCA may be
conservative (20,000 & 5200 ug/m3 respectively)
Field data for EDB & 1,2-DCA in soil gas is very sparse
�Mostly below and near detection limits
43
Summary
BioVapor
� Introduction & Description
�Sensitivity
� Separation Distance, Source Strength, Oxygen Availability
Case Examples
�Model / Data
�Sensitivity
� EDB, 1,2-DCA
Covered:
44
Questions (API): Roger Claff, claff@api.org, 202-682-8399; Bruce Bauman, Bauman@api.org, 202-686-8345
Acknowledgements: Tom McHugh, Paul Newberry, GSI Environmental, Houston.
American Petroleum Institute BioVapor Model
Download at: www.api.org/pviOR Navigate www.api.org to Environment, Health & Safety > Soil & Groundwater Research > Vapor IntrusionFree, asks for registration information (update notification)
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