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00.10.20.30.40.50.60.70.80.9
1
0.00E+00 5.00E-07 1.00E-06 1.50E-06 2.00E-06Lifetime Cancer Risk
Fra
ctio
n o
f P
op
ula
tio
n
mean=2.8E-795th=1.3E-699th=2.1E-6
Figure 1. Alternative Remediation: TCE with Fan.
00.10.20.30.40.50.60.70.80.9
1
0.00E+00 1.00E-06 2.00E-06Lifetime Cancer Risk
Fra
cti
on
of
Po
pu
lati
on
Figure 2. Baseline Case: TCE no Fan.
mean=3.4E-795th=1.6E-699th=2.6E-6
00.10.20.30.40.50.60.70.80.9
1
0.00E+00 1.00E-05 2.00E-05 3.00E-05Lifetime Cancer Risk
Fra
ctio
n o
f P
op
ula
tio
n
Figure 3. Baseline Case: Chloroform no Fan.
mean=3.5E-695th=1.7E-599th=2.8E-5
Summary:
Results Cumulative Risk from exposure to contaminants
Use of household appliances results in emissions of VOCs into indoor air from contaminated drinking water
Methods:
Remediation
Pollutant Emissions
Fate and Transport•Indoor air quality model
Ambient Concentrations
•Croom
ExposureCalculation
Exposure Factors•Breathing Rate
Human Health Effects
Human Activities•Water Uses
Location•Within the home•Away from home
(Note the difference in x-axis scaling between Figures 1,2, and 3)
Estimated Exposure and Risk to a Community Resulting from Use of A TCE Contaminated Water Supply
N J Giardino Brooks AFB, Texas, USA, and C R Wilkes Wilkes Technologies, Bethesda, Maryland, USA
A community's groundwater supply was contaminated with trichloroethylene (TCE) at a concentration of 25 ppb. This case study addresses the community's concerns about excess lifetime cancer risk due to exposure to TCE resulting from normal household water uses. Through modeling, the population based exposure and excess cancer risk is estimated for the inhalation, dermal, and ingestion exposure routes. The Total Exposure Model (TEM), used in this study, stochastically represents input parameters, such as activity patterns, building characteristics, and water-use behavior. TEM samples activity patterns from a representative database, and uses information from other sources to simulate water-use behavior within the sampled activity pattern. TEM then deterministically models the emission, fate, and transport of the contaminant, resulting in air and water concentrations. Combining these concentrations with occupant location results in an estimate of the resultant exposures. These exposures are subsequently provided as input for pharmacokinetic calculations, predicting the absorbed dose by each exposure route. Numerous simulations are executed to estimate the distribution of exposures, absorbed dose, and excess cancer risk for the studied population group.
This study examines the exposures and risks posed to the community by each of 3 scenarios: (1) using the contaminated water supply, (2) using a bathroom fan to reduce air concentrations, and (3) treating the water at a typical municipal treatment facility. The third option assumes the Maximum Contaminant Level (MCL) for trihalomethanes (MCL = 100 ppb) in the form of chloroform and bromoform at 50 ppb each.
Results:
1,100 Iterations
•••
Combined with activity/location patterns, uptake models, etc. to calculate exposure and dose
Ch
loro
form
Chloroform, all routes
0
100
200
300
400
500
600
5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80
Absorbed Dose, mg
Fre
qu
en
cy
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0 4 8 12 16 20 24
Time, hours
Co
ncen
trati
on
, m
g/m
³
Living Room
Bedroom
Hall/Entry
Kitchen
Bathroom
Shower
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0 4 8 12 16 20 24
Time, hours
Co
ncen
trati
on
, m
g/m
³
Living Room
Bedroom
Hall/Entry
Kitchen
Bathroom
Shower
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0 4 8 12 16 20 24
Time, hours
Co
nc
en
tra
tio
n, m
g/m
³
Living Room
Bedroom
Hall/Entry
Kitchen
Bathroom
Shower
Percentile of the Population
Municipal Water Supply, DBPs(50 µg/L Chloroform; 50 µg/L Bromoform)
Contaminated Groundwater SupplyTrichloroethylene (25 µg/L)
Without Fan during shower
With Fan during shower
Problem:
Individual Results Population Based Results
Uptake models used to calculate internal dose from exposure to contaminants
where Present Cost is the cost in 1999 dollars, Past Cost is the cost in 1985 dollars ($210,000,000), i is the inflation rate taken as 3% per year, and n is the number of years (in this case 14). Point-of-use remediation of the contaminated groundwater by use of a bathroom fan may be a feasible alternative to a large-scale remediation project or switching to a municipal water supply. This conclusion is based both on a comparative risk analysis, as well as a cost benefit tradeoff.
Finite difference modeling used to predict air and water concentrations as a result of water use
Exposure/Dose Results
We have demonstrated the comparatively higher risk due to the DBP chloroform as compared to the TCE contaminated drinking water, as well as the dramatic reduction in risk when a bathroom fan was run during the showering period. The cost to remove these chemicals from a contaminated groundwater supply, for this hypothetical population of 1,100 residences (2,200 individuals), is approximately $318,000,000 over a 20-year period (5). The cost for this 20-year project was adjusted to 1999 dollars assuming 3% inflation per year using Equation 1. Present Cost = Past Cost(1 + i)n (1)
Discussion:
Idealized Building
Other•Equilibrium Model (Dishwashers) VL CL
VG CG
Qg
Cg
QG
Co
LG HCCmEquilibriu :
H
CCAKS GinOL
QG Cin
QL Cin
QG CG
QL CL
VL CL
VG CG
z
L
OL
GinL
Q
AKZ
where
H
CCZQS
:
)exp(1
QL Cin
QG CGin
VG CG
QG CG
QL Cout
Approach Emission Models
Dermal
• Membrane Model (Bunge and McDougal, 1998) -- Combination steady-state and non-steady-state diffusion
Plug Flow Models• Showers, Faucets
CMFM (Completely Mixed Flow Models) (Bathtubs, Clothes Washers, Toilets)
sclagexpscscwsco
win ttfortPLR
CAM ,exp/
4.24
sclagexpscwsc
scowin ttfor
LRtPCAM ,
/exp 4.2)
3(
Inhalation
• Lung model assumes equilibrium between lung air and lung blood
Ingestion
• Assumes 100% uptake
Chloroform Bromoform
50th 95th 99th
0
0.1
0.2
0.3
0.4
0.5
0.6
50th 95th 99th
Inhalation
Dermal
Ingestion
0
0.1
0.2
0.3
0.4
0.5
0.6
50th 95th 99th
Inhalation
Dermal
Ingestion
Mean 95th 99th