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Appendix 3
Air Dispersion Modelling Report
Air Quality Assessment
for the Grizzly Oil Sands ULC
Thickwood Hills SAGD Project
Prepared for:
Grizzly Oil Sands ULC
Prepared by:
Millennium EMS Solutions Ltd.
Suite 325, 1925 – 18th Avenue NE
Calgary, Alberta
T2E 7T8
November 2012
File # 11-101
6111 91 Street
Edmonton, AB T6E 6V6
tel: 780.496.9048
fax: 780.496.9049
Suite 325, 1925 18 Avenue NE
Calgary, AB T2E 7T8
tel: 403.592.6180
fax: 403.283.2647
#106, 10920 84 Avenue
Grande Prairie, AB T8X 6H2
tel: 780.357.5500
fax: 780.357.5501
10208 Centennial Drive
Fort McMurray, AB T9H 1Y5
tel: 780.743.4290
fax: 780.715.1164
toll free: 888.722.2563
www.mems.ca
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page i 11-101
Table of Contents
Page
Table of Contents................................................................................................................................................... i
List of Tables ......................................................................................................................................................... ii
List of Figures ....................................................................................................................................................... ii
List of Appendices .............................................................................................................................................. iii
Executive Summary ............................................................................................................................................ iv
1.0 INTRODUCTION.................................................................................................................................. 1
1.1 Background.......................................................................................................................................... 1
1.2 Ambient Air Quality Objectives ....................................................................................................... 1
1.2.1 Relationship between NOX and NO2 ....................................................................................... 2
1.3 Surrounding Terrain........................................................................................................................... 3
2.0 EMISSIONS DATA............................................................................................................................... 3
2.1 Project Emissions ................................................................................................................................ 3
2.2 Regional Emissions............................................................................................................................. 5
2.3 Dispersion Modelling Approach...................................................................................................... 5
2.3.1 Model Parameters ...................................................................................................................... 5
2.3.2 Meteorological Data................................................................................................................... 6
2.3.3 Background Concentration....................................................................................................... 7
3.0 DISPERSION MODEL PREDICTIONS............................................................................................ 8
3.1 SO2......................................................................................................................................................... 8
3.2 NO2........................................................................................................................................................ 9
3.3 PM2.5 .................................................................................................................................................... 10
3.4 CO ....................................................................................................................................................... 11
3.5 Non-Routine and Upset Conditions Assessment......................................................................... 11
4.0 CONCLUSIONS................................................................................................................................... 14
5.0 CLOSURE .............................................................................................................................................. 15
6.0 REFERENCES ....................................................................................................................................... 16
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page ii 11-101
List of Tables
Page
Table 1.2.1 Alberta Ambient Air Quality Objectives and Canada Wide Standards............................. 2
Table 2.1.1 Grizzly Thickwood Stack and Emission Parameters From Continuous Sources
Under Normal Operating Conditions..................................................................................... 4
Table 2.1.2 Building Information Used to Evaluate Downwash............................................................. 5
Table 2.3.1 Ambient Background Concentrations of Modelled Compounds ....................................... 8
Table 3.1.1 Summary of Ground-Level Predicted SO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations.......................................................... 9
Table 3.2.1 Summary of Ground-Level Predicted NO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations (OLM Method)............................ 10
Table 3.2.2 Summary of Ground-Level Predicted NO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations (TCM Method) ............................ 10
Table 3.3.1 Summary of Ground-Level Predicted PM2.5 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations........................................................ 11
Table 3.4.1 Summary of Ground-Level Predicted CO Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations........................................................ 11
Table 3.5.1 Stack and Emission Parameters for the Upset Flaring Scenario........................................ 12
Table 3.5.2 Summary of Ground-Level Predicted SO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Upset Conditions .......................................................... 14
Table 3.5.3 Summary of Ground-Level Predicted NO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Upset Conditions (OLM Method)............................... 14
List of Figures
Figure 1.1-1 Project Location Map
Figure 2.1-1 Central Processing Facility Plot Plan
Figure 2.3-1 Wind Rose from CALMET model Output at the Project Site, 2002 to 2006
Figure 3.1-1 Predicted 99.9th Percentile Hourly Average SO2 Concentrations (g/m3)
Figure 3.1-2 Predicted 99.7th Percentile 24-Hour Average SO2 Concentrations (g/m3)
Figure 3.1-3 Predicted Maximum 30-Day Average SO2 Concentrations (g/m3)
Figure 3.1-4 Predicted Annual Average SO2 Concentrations (g/m3)
Figure 3.2-1 Predicted 99.9th Percentile Hourly Average NO2 Concentrations (g/m3)
Figure 3.2-2 Predicted Annual Average NO2 Concentrations (g/m3)
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page iii 11-101
List of Appendices
Appendix A Air Quality Modelling Settings
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Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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Executive Summary
Grizzly Oil Sands ULC (Grizzly) retained Millennium EMS Solutions Ltd. (MEMS) to conduct air
dispersion modelling in support of Grizzly’s Application for its proposed Thickwood Thermal Project
(the Project). The Project will use steam assisted gravity drainage (SAGD) and cyclic steam
stimulation (CSS) technology to recover bitumen, and it is expected that the Project will produce 1900
m3/day (12,000 bpd) at peak capacity. During the operation of the Project, combustion products such
as sulphur dioxide (SO2), oxides of nitrogen (NOX), fine particulate matter (PM2.5) and carbon
monoxide (CO) are vented to the atmosphere. These contaminants may be harmful to human health
at high ambient ground-level concentrations and, as such, emissions should not result in exceedances
of Alberta ambient air quality objectives (AAAQOs). The total emissions from the Project are
predicted to be 1.05 t/d for SO2, 0.42 t/d for NOX, 0.05 t/d for PM2.5 and 0.75 t/d for CO.
MEMS conducted dispersion modelling in accordance with Alberta Environment and Sustainable
Resource Development’s (ESRD) Air Quality Model Guideline (ESRD 2009). Dispersion modelling was
conducted with the CALPUFF model. The meteorological data was processed using CALMET. Five
years (2002 to 2006) of the MM5 regional meteorological dataset provided by ESRD were used as the
meteorological data source.
Modelling of combustion products SO2, NO2, PM2.5 and CO under typical operating conditions was
undertaken as well as modelling under upset conditions. The Air Quality Model Guideline (ESRD 2009)
requires that all significant emission sources within 5 km of the Project be identified and included in
the modelling. As no industrial facilities are located within 5 km of the Project, no other sources
besides those belonging to the Project were included in the dispersion modelling. Ambient
background concentrations based on measurements taken from the Fort McKay and the Fort
McMurray Athabasca Valley monitoring stations were also added to the predictions, as per ESRD
guidance (ESRD 2009).
The results of dispersion modelling for typical operations showed that ground-level predicted
concentrations for SO2, NO2, CO and PM2.5 were below AAAQOs. The predicted SO2 and NO2
concentrations for the upset scenario were also below the AAAQOs. The results conclude that the
operation of the Project is not expected to compromise air quality.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page 1 11-101
1.0 INTRODUCTION
1.1 Background
Grizzly Oil Sands ULC. (Grizzly) is applying for a permit to develop an in-situ thermal project facility
in the Athabasca Oil Sands region. The proposed Thickwood Project (the “Project”) involves the
drilling of SAGD and CSS horizontal wells and the construction of a plant site consisting of two
modular central processing facilities each with a design capacity of 950 m3/day (6,000 bopd). The CPF
for the Project will be located in Section 23, Township 90, Range 15, W4M (Figure 1.1-1).
The CPF consists of two high pressure steam boilers (87 MW output) and two 5.9 MW combustion
turbine generators to produce electricity. The high pressure boilers are water-tube drum type boilers
and will be fuelled by produced gas. The power turbines will be fuelled by natural gas.
Operations at the plant will result in emissions to the atmosphere. These emissions include
combustion products such as sulphur dioxide (SO2), carbon monoxide (CO), fine particulate matter
(PM2.5) and oxides of nitrogen (NOX). These contaminants may be harmful to human health at
sufficiently high ambient ground-level concentrations which should not exceed Alberta ambient air
quality objectives (AAAQO).
Millennium EMS Solutions Ltd. (MEMS) was retained by Grizzly to provide a dispersion modelling
assessment of NO2, SO2, CO and PM2.5 emissions associated with the expected operations of the
Project based on the most recent design information for the CPF. The modelling was executed
following the Alberta Environment and Sustainable Resource Development (ESRD) dispersion
modelling guidance document Air Quality Model Guideline (ESRD 2009). The CALMET and CALPUFF
models were used in the air quality assessment. This report outlines the assumptions, methodologies,
dispersion modelling approach, model input data, and the dispersion modelling results.
1.2 Ambient Air Quality Objectives
The AAAQOs for the compounds emitted by the Project are presented in Table 1.2.1. The compounds
relevant to the facility include NO2, SO2, CO and PM2.5. The objectives refer to averaging periods
ranging from one hour to one year.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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Table 1.2.1 Alberta Ambient Air Quality Objectives and Canada Wide Standards
Parameter PeriodAlberta Objectives(a)
Canada Wide
Standards(b)
[µg/m3] [µg/m3]
SO2
30-day 30 –
Annual 20 –
24-hour 125 –
1-hour 450 –
NO2
Annual 45 –
1-hour 300 –
CO8-hour 6,000 –
1-hour 15,000 –
PM2.5
24-hour 30 30(c)
1-hour 80(d) –
(a) Source: ESRD (2011).(b) Source: CCME (2000).(c) 98th percentile.(d) Alberta Ambient Air Quality Guideline (AAAQG).
– No air quality standard or guideline for this averaging period/parameter.
1.2.1 Relationship between NOX and NO2
Oxides of nitrogen (NOX) are comprised of nitric oxide (NO) and NO2. High temperature combustion
processes primarily produce NO that in turn can be converted to NO2 in the atmosphere through
reactions with tropospheric ozone:
NO + O3 → NO2 + O2
Conversion of NOX to NO2 is estimated using the ESRD (2009) recommended Ozone Limiting Method
(OLM). This method states that if the ambient ozone concentration ([O3]) is greater than 90% of the
predicted NOX, then it is assumed that all the NOX is converted to NO2. Otherwise, the NO2
concentration is equal to the sum of the ozone and 10% of the predicted NOX concentration. That is:
If [O3] > 0.9 [NOX], then [NO2] = [NOX]
Otherwise, [NO2] = [O3] + 0.1 [NOX]
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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The following default screening values for [O3] for rural locations, as recommended by ESRD (2009),
can be used:
0.050 ppm (98.1 μg/m3) for hourly average;
0.040 ppm (78.5 μg/m3) for daily average; and
0.035 ppm (68.7 μg/m3) for annual average.
For the purpose of estimating ambient NO2 concentrations, emissions were first modeled as NOx and
dispersed without chemical transformation using CALPUFF. Then, NOX concentrations were
converted to NO2 using the OLM.
ESRD modelling guidelines state that if the OLM is used for NOX conversion, the NO2 assuming 100%
NOX conversion (the Total Conversion Method) must also be presented. NO2 concentrations using
both methods are reported in Section 3.
1.3 Surrounding Terrain
The Project is located at an elevation of approximately 478 m above sea level (ASL). The terrain
surrounding the Project is predominantly flat. There is a slight and gradual descent in terrain
towards the MacKay River valley, which runs south-southeast to north-northwest approximately
3 km north and west of the proposed plant site, with a maximum elevation decrease of approximately
8 m per 1,000 m distance from the plant. The terrain also rises gently in the southeast direction
towards Thickwood Hills at a rate of approximately 2 m per 1,000 m distance. Most of the
surrounding lands are lowlands.
2.0 EMISSIONS DATA
2.1 Project Emissions
The stack and emission parameters for the four continuous emission sources (two boilers and two
power turbines) operating at the Project under typical conditions are shown in Table 2.1.1. The SO2
emission rate from the boilers is based on expected fuel gas sulphur content of 0.08% by volume.
NOX and CO emission rates from the boilers and power turbines are based on equipment vendor
estimates. The emission rates for PM2.5 from the boilers and power turbines are based on fuel
consumption rates and U.S. EPA AP-42 emission factors (Sections 1.4 and 3.1, respectively). Vapours
displaced during truck loading are directed to a flare. The truck load-out flare is an intermittent
source of emissions but was modelled continuously as a conservative assumption. NOX, CO and
PM2.5 emissions for the truck load-out flare were calculated using U.S. EPA AP-42 emission factors
(Section 1.4).
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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Table 2.1.1 Grizzly Thickwood Stack and Emission Parameters From Continuous Sources
Under Normal Operating Conditions
Source
Description
UTM Coordinates
(m)Stack
Height
(m)
Stack
Diameter
(m)
Exit
Velocity
(m/s)
Exit
Temp
(K)
Emissions (t/d)
Easting Northing SO2 NOX CO PM2.5
Boiler (Plant 1) 422640 6297777 28.0 1.8 18.4 444 0.49 0.13 0.34 0.012
Boiler (Plant 2) 422730 6297777 28.0 1.8 18.4 444 0.49 0.13 0.34 0.012
Power Turbine
(Plant 1)422582 6297784 18.0 1.0 11.0 453 0.00 0.08 0.034 0.012
Power Turbine
(Plant 2)422672 6297784 18.0 1.0 11.0 453 0.00 0.08 0.034 0.012
Truck Loading
Flare422616 6297574 12.0 0.15 3.4 1273 0.061 0.003 0.001 0.0003
Flare Stack 1 422607 6297880 28.0 0.20 N/A N/A N/A N/A N/A N/A
Flare Stack 2 422667 6297880 28.0 0.20 N/A N/A N/A N/A N/A N/A
Emission Totals 1.05 0.42 0.75 0.05
N/A – Not applicable. The flare stacks are not continuous sources of emissions, with the exception of the pilot flame, which has
negligible emissions.
NOX emission rates for the boilers meet the ESRD Interim NOX Guidelines (ESRD 2007) for produced
gas combustion, and the CCME National Emissions Guidelines (CCME 1998), as per the calculation
below.
Input Fuelling Rate of Steam Boiler = 360.3 GJ/h
NOX Emission Intensity of boiler = (0.13 t/d ÷ 24 hours/d x 1,000,000 g/t ÷ 360.3 GJ/hour)
= 15.0 g/GJi
Corresponding ESRD Interim NOX Emission Limit for produced gas = 40 g/GJi
and,
CCME NOX Emission Limit for Boilers >105 GJ/h input capacity = 40 g/GJi
where,
GJi = energy input into the steam boiler in gigajoules
Thus, the boilers meet the ESRD Interim NOX Guidelines and CCME NOX Guideline.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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The generation of downwash by buildings located within the proposed facility compound was
considered. Figure 2.1-1 presents the layout of the buildings, tanks and stacks relative to the Project
boundary. Table 2.1.2 presents the dimensions of all the buildings and tanks that were included in
the modelling.
Table 2.1.2 Building Information Used to Evaluate Downwash
BuildingLength
(m)
Width
(m)
Height
(m)
Office Complex 25.0 18.5 6.1
Maintenance Building 24.3 17.8 6.1
Central Processing Facility 1 85.2 55.4 8.4
Central Processing Facility 2 73.3 52.6 8.4
Phase 1 Tanks (10 tanks total) 7.0 7.0 12.2
Phase 2 Tanks (10 tanks total) 7.0 7.0 12.2
Phase 2 Make-Up Water Tanks (4 tanks total) 21.3 21.3 12.2
Lab 9.9 6.0 6.1
2.2 Regional Emissions
The Air Quality Model Guideline (ESRD 2009) requires that all significant emission sources within 5 km
of the Project be identified and included in the modelling. There are no facilities located within this
distance. The closest approved industrial facility to the Project is the Southern Pacific STP McKay
Thermal Project, which is located 7.2 km NNE of the Project. As such, no other emission sources are
included in the modelling.
2.3 Dispersion Modelling Approach
2.3.1 Model Parameters
Dispersion modelling was conducted with the CALPUFF model, which is one of the models
recommended in the Air Quality Model Guideline (ESRD 2009). The model origin (422640, 6297777)
was centred on the Project’s boiler stack (Plant 1) and the following receptor grids were considered as
per the latest ESRD model guidelines:
Grid A = 20 x 20 km, 1,000 m spacing centred on model origin;
Grid B = 16 x 16 km, 500 m spacing;
Grid C = 7.5 x 7.5 km, 250 m spacing;
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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Grid D = 1.5 x 1.5 km, 50 m spacing;
Grid E = 600 x 600 m, 20 m spacing;
along Project boundary line with 20 m spacing between receptors and;
Grid F = 600 x 600 m with 20 m spacing, centred on the location of maximum predicted
concentration from previous runs.
Receptors located within the plant site boundary were removed since the AAAQO typically applies
only to areas where public access is not restricted.
2.3.2 Meteorological Data
The CALMET modeling domain is 41 km by 41 km in size, which is larger than the computation
domain (20 km x 20 km) to reduce the potential for “edge effects” (ESRD 2009). The UTM coordinates
(NAD 83, Zone 12) for the modelling domain range from 402.1 km to 443.1 km easting, and 6,278 km
to 6,319 km northing (latitude 56.6 to 57.0 and longitude 111.9 to 112.6). Horizontal grid cells
1 km x 1 km were adopted for the CALMET modelling. This combination of grid size and number of
cells was chosen to minimize modelling run time while still capturing major terrain features that will
influence wind flow patterns.
Five years (2002 to 2006) of the MM5 regional meteorological dataset provided by ESRD were used as
the meteorological data source. No surface stations are located within the modelling domain and as
such no surface observations were added directly into the model.
Figure 2.3-1 shows a wind rose with the annual frequency of hourly-averaged wind speeds versus
wind direction at the Project site. The wind rose shows that winds from the southwest west to west
directions occur most frequently
Terrain data were obtained from the Shuttle Radar Topography Mission (SRTM -3 Arc Second ~ 90 m)
website. The terrain heights for meteorological grid points, receptors, and sources are processed
through the TERREL CALMET pre-processor program.
To determine meteorological parameters in the boundary layer, the CALMET model requires a
physical description of the ground surface. The geophysical parameters used for this assessment
include land use category, terrain elevation, roughness length, albedo, Bowen ratio, surface heat flux
parameter, anthropogenic heat flux and leaf area index (LAI). Detailed values for all CALMET model
parameters are presented in Appendix A. Values for all land use parameters except land use category
and elevation were determined for the following periods:
Winter – January 1 to March 31 and November 15 to December 31
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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Spring – April 1 to June 14
Summer – June 15 to August 31
Fall – September 1 to November 14
2.3.3 Background Concentration
According to guidance from ESRD (2009), appropriate contaminant concentrations due to natural
sources, nearby sources, and unidentified, possibly distant sources are to be used as background to be
added on top of predicted values. For this assessment, SO2, NO2 and PM2.5 background
concentrations were obtained from measurement data collected at the Fort McKay air quality
monitoring station, which is the nearest air quality monitoring station to the Project.
CO background concentrations were obtained from measurements at the Fort McMurray air quality
monitoring station, the closest station to the Project that collected ambient CO measurements. The
station is located in a heavily industrialized area, which would result in higher background
concentrations than would be reasonably expected in the vicinity of the Project, which is situated in a
more rural setting.
For each of these measured contaminants, the 90th percentile value of all its hourly measurements was
used as the background concentration for hourly, 8-hour, and daily predictions. For the 30-day and
annual averaging periods, the average of all hourly measurements was used as the background
concentration. This method of determining background concentrations complies with the Air Quality
Model Guideline (ESRD 2009) for refined or advanced assessments. A summary of the background
values used in this assessment is provided in Table 2.3.1.
Measurements at the two stations are considered to over-state backgrounds. For CO, measurements
are from an urban/industrial site. PM2.5 measurements include the effects of natural phenomena like
forest fires, which increase background values.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page 8 11-101
Table 2.3.1 Ambient Background Concentrations of Modelled Compounds
CompoundsHourly
(µg/m3)
8-Hour
(µg/m3)
24-Hour
(µg/m3)
30-Day
(µg/m3)
Annual
(µg/m3)Data Source
SO2 7.9 N/A 9.2 3.5 3.5Ft. McKay Station
(Jan. 2009 to Dec. 2011)
NO2 36 N/A N/A N/A 13Ft. McKay Station
(Jan. 2009 to Dec. 2011)
PM2.5 11 N/A 9.6 N/A N/AFt. McKay Station
(Jan. 2009 to Dec. 2011)
CO 344 344 N/A N/A N/AFort McMurray Station
(Jan. 2009 to Dec. 2011)
N/A – Not assessed as there are no AAAQOs for these chemicals at the specified averaging period.
3.0 DISPERSION MODEL PREDICTIONS
Dispersion model predictions for SO2, NO2, PM2.5 and CO are provided for each of the five years that
was modelled. Also, for each chemical and for each year, the overall maximum prediction is
provided, as well as the maximum concentration predicted along the Project’s property boundary
line. Results are also presented in the form of concentration contours (isopleths). Isopleths are
presented only for the SO2 and NO2 predictions, as they are the only chemical emitted by the Project
in any significant quantities.
3.1 SO2
The CALPUFF modelling predictions for SO2 from the operation of the Project are listed in Table 3.1.1.
The results show that all SO2 predictions at the Project property boundary line, as well as at the
overall maximum point of impingement (MPOI), are below the AAAQO. All predictions presented in
this section include both natural and industrial background concentrations.
SO2 modelling results are also presented in Figures 3.1-1 to 3.1-4 in the form of SO2 concentration
contours (isopleths) for the 99.9th percentile hourly, 99.7th percentile 24-hour, maximum 30-day, and
average annual predicted concentrations. The isopleths in the figures represent predicted overall
maximum concentrations for the entire five year period. For example, the one-hour 99.9th percentile
isopleths figure shows the highest hourly prediction for each receptor during the five year period
between 2002 and 2006, after the top 8 hourly predictions (9th highest per year is the 99.9th percentile
value) for each individual year has been removed from consideration.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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Table 3.1.1 Summary of Ground-Level Predicted SO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations
Year / Averaging Period
2002 2003 2004 2005 2006
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
99.9th 1-h Predictions (includes
industrial & natural background)284 294 224 231 246 248 263 275 237 239
AAAQO 450 450 450 450 450 450 450 450 450 450
99.7th 24-h Predictions (includes
industrial & natural background)84 84 69 69 84 90 80 80 87 87
AAAQO 125 125 125 125 125 125 125 125 125 125
Max. 30-Day Predictions (includes
industrial & natural background)17 17 14 14 21 21 23 23 16 16
AAAQO 30 30 30 30 30 30 30 30 30 30
Annual Predictions (includes
industrial & natural background)12 12 9.4 9.4 11 11 11 11 9.6 9.6
AAAQO 20 20 20 20 20 20 20 20 20 20
3.2 NO2
The CALPUFF modelling predictions for NO2 from the operation of the Project are listed in
Tables 3.2.1 and 3.2.2. The results show that all NO2 predictions at the Project property boundary line,
as well as at the overall MPOI, are below the AAAQO. ESRD (2009) specifies that, if the ozone
limiting method (OLM) is used to determine the relationship between NO2 and NOX, then the results
using the total conversion method (TCM), which assumes all the NOX is converted to NO2, must also
be reported. The NO2 predictions using the OLM are shown in Table 3.2.1. The results using the
TCM are shown in Table 3.2.2. Although the TCM is considered a conservative screening approach
and it is expected to produce gross overestimations of NO2 concentrations, especially near emission
sources, the results from the TCM are still below the AAAQO for NO2. All predictions presented in
this section include both natural and industrial background concentrations.
Predictions of NO2 (obtained by OLM) are also presented in the form of NO2 isopleths in Figures 3.2-1
and 3.2-2. The figures show the 99.9th percentile hourly and average annual predicted concentrations.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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Table 3.2.1 Summary of Ground-Level Predicted NO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations (OLM Method)
Year / Averaging Period
2002 2003 2004 2005 2006
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
99.9th 1h Predictions (includes
industrial & natural background)149 149 144 145 146 146 146 147 145 145
AAAQO 300 300 300 300 300 300 300 300 300 300
Annual Predictions (includes
industrial & natural background)27 27 24 24 22 22 24 24 22 22
AAAQO 45 45 45 45 45 45 45 45 45 45
Table 3.2.2 Summary of Ground-Level Predicted NO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations (TCM Method)
Year / Averaging Period
2002 2003 2004 2005 2006
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
99.9th 1h Predictions (includes
industrial & natural background)219 225 176 180 188 189 195 204 181 187
AAAQO 300 300 300 300 300 300 300 300 300 300
Annual Predictions (includes
industrial & natural background)27 27 24 24 22 22 24 24 22 22
AAAQO 45 45 45 45 45 45 45 45 45 45
3.3 PM2.5
The CALPUFF modelling predictions for PM2.5 from the operation of the Project are listed in
Table 3.3.1. The results show that all PM2.5 predictions at the Project property boundary line as well as
at the overall MPOI are below the AAAQO (or guideline in the case of 1-hour predictions). No
predictions are provided for the annual averaging period as there is no annual AAAQO for PM2.5.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
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Table 3.3.1 Summary of Ground-Level Predicted PM2.5 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations
Year / Averaging Period
2002 2003 2004 2005 2006
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
99.9th 1h Predictions (includes
industrial & natural background)28 28 27 27 29 29 28 28 28 28
AAAQG* 80 80 80 80 80 80 80 80 80 80
99.7th 24h Prediction s (includes
industrial & natural background)21 21 19 19 20 20 19 19 19 19
AAAQO 30 30 30 30 30 30 30 30 30 30
* – indicates the one-hour AAAQG for PM2.5 (ESRD 2011) is a guideline and not a compliance objective.
3.4 CO
The CALPUFF modelling predictions for CO from the operation of the Project are listed in Table 3.4.1.
The results show that all CO predictions at the Project property boundary line as well as at the overall
MPOI are well below the AAAQO. Only the 99.9th percentile hourly and maximum 8-hour
predictions are presented here as there are no AAAQOs for any other averaging periods.
Table 3.4.1 Summary of Ground-Level Predicted CO Concentrations(g/m3) at Property
Boundary Line and MPOI Under Typical Operations
Year / Averaging Period
2002 2003 2004 2005 2006
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
99.9th 1h Predictions (includes
industrial & natural background)392 392 389 389 396 396 393 393 391 391
AAAQO 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000
Maximum 8h Predictions (includes
industrial & natural background)387 387 384 384 394 394 385 385 388 388
AAAQO 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000
3.5 Non-Routine and Upset Conditions Assessment
It is the design intent that the Project emergency flare stacks be used as an emergency system, with
any normal process vents processed through the boilers. Thus, under normal conditions at the
Project, there will be negligible emissions from the use of natural gas by the pilot flame. In case of a
plant upset, emergency flaring will take place resulting in SO2 and NOX emissions to the atmosphere.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page 12 11-101
The following summarizes the air quality predictions from a worst-case upset flaring scenario at the
Project.
The worst-case scenario was identified as a boiler trip which would re-route the fuel gas to the flares.
The total duration of this potential flaring event is conservatively estimated to be no more than 60
minutes, as that duration is more than sufficient for operators to respond and shut down equipment
during this scenario.
Dispersion modelling of SO2 and NOX emissions from the Project resulting from this upset scenario
was performed using CALPUFF with the stack and emission parameters shown in Table 3.5.1. The
SO2 emission rate shown in the table is based on the expected sulphur content of the fuel gas of 0.08%
and the NOX emission rate was calculated using the emission factor from the U.S. EPA AP-42
document for industrial flares. In order to be conservative in this assessment, it was assumed that
both the Plant 1 and Plant 2 boilers trip concurrently, thus bringing about simultaneous flaring at
both emergency flare stacks. It was also assumed all the other sources at Plant 1 and Plant 2 continue
to operate normally during this flaring scenario, which is also a conservative assumption. The
regional background concentration was also included in model predictions.
Table 3.5.1 Stack and Emission Parameters for the Upset Flaring Scenario
Parameter Emergency Flare 1 Emergency Flare 2
Stack Locations (UTM E, UTM N) 422607, 6297880 422667, 6297880
Stack Height (m) 28.0 28.0
Exit Diameter (m) 0.2 0.2
Exit Velocity (m/s) 2.8 2.8
Release Height(a) (m) 36.3 36.3
Pseudo Diameter(b) (m) 11.4 11.4
Max. Flaring Duration (min.) 60.0 60.0
SO2 Emission Rate (g/s) 6.3 6.3
NOx Emission Rate (g/s) 2.9 2.9
Net Heating Value(c) (MJ/m3) 34.2 34.2
Flow Rate(c) (103m3/d) 250 250
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page 13 11-101
Table 3.5.1 Stack and Emission Parameters for the Upset Flaring Scenario
Parameter Emergency Flare 1 Emergency Flare 2
Mole Fraction:
H2 0.0000 0.0000
N2 0.0120 0.0120
CO2 0.0211 0.0211
H2S 0.0008 0.0008
H2O 0.0057 0.0057
C1 0.9456 0.9456
C2 0.0009 0.0009
C3 0.0004 0.0004
iC4 0.0018 0.0018
nC4 0.0017 0.0017
iC5 0.0020 0.0020
nC5 0.0024 0.0024
C6+ 0.0030 0.0030
C7+ 0.0026 0.0026
Total 1.0000 1.0000
(a) Effective release height of plume for CALPUFF modelling.(b) Used in modelling to correspond to exit velocity and actual flow rate.(c) At 15°C and 101.3 kPa.
The CALPUFF modelling predictions for SO2 and NO2 from this upset scenario are presented in
Table 3.5.2. and Table 3.5.3, respectively. The predicted 99.9th percentile hourly average ground-level
concentration for SO2 and NO2 at the MPOI for the upset scenario is 294 g/m3 and 149 g/m3,
respectively, which are below their AAAQOs. Under normal operating conditions, the 99.9th
percentile hourly prediction for SO2 and NO2 at the MPOI are also 294 g/m3 and 149 g/m3. This
means that the operation of the flare under this upset scenario will have negligible impact on air
quality.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page 14 11-101
Table 3.5.2 Summary of Ground-Level Predicted SO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Upset Conditions
Year / Averaging Period
2002 2003 2004 2005 2006
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
99.9th 1-h Predictions (includes
industrial & natural background)284 294 224 231 246 248 263 275 237 239
AAAQO 450 450 450 450 450 450 450 450 450 450
Table 3.5.3 Summary of Ground-Level Predicted NO2 Concentrations(g/m3) at Property
Boundary Line and MPOI Under Upset Conditions (OLM Method)
Year / Averaging Period
2002 2003 2004 2005 2006
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
Plant
BoundaryMPOI
99.9th 1-h Predictions (includes
industrial & natural background)149 149 144 145 146 146 146 147 145 145
AAAQO 300 300 300 300 300 300 300 300 300 300
4.0 CONCLUSIONS
Based on the predictions for SO2, NO2, PM2.5 and CO, it can be concluded that the operation of the
Project is not expected to compromise air quality. The results of dispersion modelling showed that all
predicted concentrations along the Project’s boundary line and beyond are below the AAAQO.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page 15 11-101
5.0 CLOSURE
This report is based on and limited by the interpretation of data, circumstances, and conditions
available at the time of completion of the work as referenced throughout the report. Millennium EMS
Solutions Ltd. has performed its services in a manner consistent with the standard of care and skill
ordinarily exercised by members of the profession practicing under similar conditions. Millennium
EMS Solutions Ltd. believes that this information is accurate but cannot guarantee or warrant its
accuracy or completeness including information provided by third parties.
This report has been prepared for the exclusive use of Grizzly Oil Sands ULC and authorized users
for specific application to this project site. The work was conducted in accordance with the scope of
work prepared for this project, verbal and written requests from Grizzly Oil Sands ULC. The report
has been prepared for specific application to this site and is based on the interpretation of emissions
data provided by Grizzly Oil Sands ULC. MEMS expresses no warranty with respect to the accuracy
of the emissions data. Ground-level concentration predictions of the substances assessed in this
report may vary according to updates to the emissions data based on actual stack sampling results.
No other warranty, expressed or implied, is made.
Millennium EMS Solutions Ltd. does not accept any responsibility for the use of this report, in whole
or in part, for any purpose other than that intended or to any third party for any use whatsoever.
Millennium EMS Solutions Ltd. accepts no responsibility for damages if any, suffered by any third
party as a result of decisions made or actions based on this report. We disclaim any undertaking or
obligation to advise you or modify this report to reflect changes in any environmental practice or fact
after the date hereof which may come or be brought to our attention. We thank you for the
opportunity to be of assistance to Grizzly Oil Sands ULC.
Yours truly,
Millennium EMS Solutions Ltd.
Prepared by: Reviewed by:
Hongying (Lily) Lu, B.Sc. Yan Wong, Ph.D., P.Eng.
Junior Air Quality Specialist Senior Air Quality Engineer
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page 16 11-101
6.0 REFERENCES
CASA (Clean Air Strategic Alliance) Data Warehouse.http://www.casadata.org/index.asp. Accessed
September 2012.
CCME. 1998. National Emission Guideline for Commercial/Industrial Boilers and Heaters. CCME
NOX/VOC Management Plan, N306 Multistakeholders Working Group and Steering
Committee Canadian Environmental Quality Guidelines. Winnipeg, MB: CCME.
CCME. 2000. Canada-Wide Standards for Particulate Matter (PM) and Ozone. Endorsed June 5-6, 2000.
Quebec, PQ.
ESRD (Alberta Environment and Sustainable Resource Development). 2003. Emergency / Process
Upset Flaring Management: Modelling Guidance (Revised).
ESRD. 2007. Emission Guidelines for Oxides of Nitrogen (NOX) for New Boilers, Heaters and Turbines
using Gaseous Fuels Based on a Review of Best Available Technology Economically
Achievable (BATEA) Interim Guideline. Final Draft September 2007.
ESRD. 2009. Air Quality Model Guideline. Prepared by A. Idriss and F. Spurrel, Climate Change, Air
and Land Policy Branch, Alberta Environment. Revised May 2009. Edmonton, AB. 51 pp.
ISBN: 978-0-7785-8512-1 (On-line); 978-0-7785-8511-4 (Printed).
ESRD. 2011. Alberta Ambient Air Quality Objectives and Guidelines. Issued in April 2011.
U.S EPA (United States Environmental Protection Agency).1998. Compilation of Air Pollutant
Emission Factors AP-42, Chapter 1.4, Fifth Edition.
U.S EPA (United States Environmental Protection Agency).2000. Compilation of Air Pollutant
Emission Factors AP-42, Chapter 3.1, Fifth Edition.
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
11-101
FIGURES
"
"
"
"
"
"
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#*
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#* #*#* #*
#*
#*
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MooseLakes
IR 174 B
Dover River
Joslyn Cr.
LegendLake McClelland
Lake
T98
Fort McKay
Birch MountainWildland Prov. Park
SunshineWest Ells
Dover Operating Corp.Dover South
McKay Operating Corp.MacKay River South
IR 166C
IR 166A
Laricina Germain
IR 174A
IR 174
AOSCLeducTAGD
SunshineLegend
Lake
JACOS
Ells River
McKay River
Athabasca River
NamurLake
SunshineThickwood
Horse
Rive
r
House
Rive
r
Christ
ina
River
Riv
er
N. Wabasca Lake
S. Wabasca Lake
Chipewyan River
Dunkirk
Rive
r
SandLake
T86
T87
T88
T90
T91
T92
T93
T94
T95
T97
R10W4M
R13R14R16R17 R15R18R9
R19
T99
T100
R8W4
R21R22R23R24
T85
T84
T83
T82
T81
T80
T96
R12 R11
Bitumount
Tar Island
Ft. McMurray
Mildred Lake
Anzac
Mariana Lake
Wabasca-Desmarais
Chipewyan Lake
Suncor McKayRiver
CNRL Horizon
Shell Jackpine
Suncor Voyageur
Dover Operating Corp.Dover North
Suncor Fort Hills
Suncor Voyageur South
Syncrude Aurora North
SyncrudeMildred Lake
Southern Pacific McKay
McKay Operating Corp.MacKay River North
Total Joslyn North Mine
Shell Pierre River Mine
E-T Energy Poplar Creek
Shell JackpineExpansion
Albian SandsMuskeg River
Dover Operating Corp.Dover Pilot
Suncor Millennium/Steepbank
UTS-Teck Cominco Equinox Mine
BPTerre de Grace
CNRL Horizon
Birch MountainHammerstone
Laricina Saleski
Grizzly Algar Lake
Connacher AlgarConnacher Great Divide
Excelsior Hangingstone Pilot
²³
63
UV881
1.1.1
PS
Nov 9/12
11-101PROJECT:
DATE:
CHECKED:
DRAWN: FIGURE:TITLE:
I
Legend
Project Boundary
MapArea
Fort McMurray
Calgary
Edmonton
Grizzly Thickwood Thermal Project
REF: MEMS, 2012
Regional Location of the Project
Ma
pD
ocu
me
nt:
(K:\
Act
ive
Pro
jects
20
11\A
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11-1
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0 15 30
Kilometres
Grizzly Thickwood Project Area
KY
2.1-1
Grizzly Thickwood Thermal Project
Central Processing Facility Plot Plan
JDC
LL
Nov 8/12
11-101PROJECT:
DATE:
CHECKED:
DRAWN: FIGURE:
PROJECT:
TITLE:
2.3-1
Grizzly Thickwood Thermal Project
Wind Rose from CALMET Model Output at the Project Site, 2002 to 2006
JDC
LL
Nov 8/12
11-101PROJECT:
DATE:
CHECKED:
DRAWN: FIGURE:
PROJECT:
TITLE:
NORTH
SOUTH
WEST EAST
5%
10%
15%
20%
25%
WIND SPEED
(m/s)
>= 11.1
8.8 - 11.1
5.7 - 8.8
3.6 - 5.7
2.1 - 3.6
0.5 - 2.1
Calms: 3.22%
AQ SA
Fort McMurray!(
Calgary
Edmonton
McK
ay
Rive
r
!
R15 R14 W4M
Maximum = 294 µg/m3
T 91
T 90
30
50
20
75
30
20
20
20
20
415000
415000
420000
420000
425000
425000
430000
430000
62
90
00
0
62
90
00
0
62
95
00
0
62
95
00
0
63
00
00
0
63
00
00
0
63
05
00
0
63
05
00
0
63
10
00
0
63
10
00
0
0 2 41
Kilometres
Legend
Study Area
Project Footprint
Plant Boundary
Isopleth Concentration
Topography (masl)
High : 800
Low : 200
IM
ap
Do
cu
me
nt:
(K
:\A
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Pro
jects
20
11
\AP
11
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est
Ho
url
y S
O2
Co
nce
ntr
atio
n.m
xd
)16
/11
/20
12
--
10
:18
:18
AM
3.1-1
Grizzly Thickwood Thermal Project
Predicted 9th Highest Hourly SO2
Concentration (µg/m3)
JDC
LL
Nov 16/12
11-101PROJECT:
DATE:
CHECKED:
DRAWN: FIGURE:
PROJECT:
TITLE:
AAAQO Guideline:
SO2 = 450 (µg/m3)
AQ SA
Fort McMurray!(
Calgary
Edmonton
McK
ay
Rive
r
!
R15 R14 W4M
Maximum = 90 µg/m3
T 91
T 90
15
12
15
20 30
12
12
12
15
12
415000
415000
420000
420000
425000
425000
430000
430000
62
90
00
0
62
90
00
0
62
95
00
0
62
95
00
0
63
00
00
0
63
00
00
0
63
05
00
0
63
05
00
0
63
10
00
0
63
10
00
0
0 2 41
Kilometres
Legend
Study Area
Project Footprint
Plant Boundary
Isopleth Concentration
Topography (masl)
High : 800
Low : 200
IM
ap
Do
cu
me
nt:
(K
:\A
ctive
Pro
jects
20
11
\AP
11
-10
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-2 P
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icte
d 2
nd
Hig
he
st
Da
ily S
O2
Co
nce
ntr
atio
n.m
xd
)16
/11
/20
12
--
10
:24
:08
AM
3.1-2
Grizzly Thickwood Thermal Project
Predicted 2nd Highest Daily SO2
Concentration (µg/m3)
JDC
LL
Nov 16/12
11-101PROJECT:
DATE:
CHECKED:
DRAWN: FIGURE:
PROJECT:
TITLE:
AAAQO Guideline:
SO2 = 125 (µg/m3)
AQ SA
Fort McMurray!(
Calgary
Edmonton
McK
ay
Rive
r
!
R15 R14 W4M
Maximum = 23 µg/m3
T 91
T 90
4
4
5
7
4
4
415000
415000
420000
420000
425000
425000
430000
430000
62
90
00
0
62
90
00
0
62
95
00
0
62
95
00
0
63
00
00
0
63
00
00
0
63
05
00
0
63
05
00
0
63
10
00
0
63
10
00
0
0 2 41
Kilometres
Legend
Study Area
Project Footprint
Plant Boundary
Isopleth Concentration
Topography (masl)
High : 800
Low : 200
IM
ap
Do
cu
me
nt:
(K
:\A
ctive
Pro
jects
20
11
\AP
11
-10
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-3 P
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axim
um
Mo
nth
ly S
O2
Co
nce
ntr
atio
n.m
xd
)16
/11
/20
12
--
10
:25
:21
AM
3.1-3
Grizzly Thickwood Thermal Project
Predicted Maximum Monthly SO2
Concentration (µg/m3)
JDC
LL
Nov 16/12
11-101PROJECT:
DATE:
CHECKED:
DRAWN: FIGURE:
PROJECT:
TITLE:
AAAQO Guideline:
SO2 = 30 (µg/m3)
AQ SA
Fort McMurray!(
Calgary
Edmonton
McK
ay
Rive
r
!
R15 R14 W4M
Maximum = 12 µg/m3
T 91
T 90
4
4
5
415000
415000
420000
420000
425000
425000
430000
430000
62
90
00
0
62
90
00
0
62
95
00
0
62
95
00
0
63
00
00
0
63
00
00
0
63
05
00
0
63
05
00
0
63
10
00
0
63
10
00
0
0 2 41
Kilometres
Legend
Study Area
Project Footprint
Plant Boundary
Isopleth Concentration
Topography (masl)
High : 800
Low : 200
IM
ap
Do
cu
me
nt:
(K
:\A
ctive
Pro
jects
20
11
\AP
11
-10
1 t
o 1
1-1
50
\11
-10
1\F
ina
l D
ocs\A
ir Q
ua
lity
\Fig
3.1
-4 P
red
icte
d A
nn
ua
l S
O2
Co
nce
ntr
atio
n.m
xd
)16
/11
/20
12
--
10
:26
:46
AM
3.1-4
Grizzly Thickwood Thermal Project
Predicted Annual SO2
Concentration (µg/m3)
JDC
LL
Nov 16/12
11-101PROJECT:
DATE:
CHECKED:
DRAWN: FIGURE:
PROJECT:
TITLE:
AAAQO Guideline:
SO2 = 20 (µg/m3)
AQ SA
Fort McMurray!(
Calgary
Edmonton
McK
ay
Rive
r
!
R15 R14 W4M
Maximum = 149 µg/m3
T 91
T 90
60
45
60
80
45
45
45
45
415000
415000
420000
420000
425000
425000
430000
430000
62
90
00
0
62
90
00
0
62
95
00
0
62
95
00
0
63
00
00
0
63
00
00
0
63
05
00
0
63
05
00
0
63
10
00
0
63
10
00
0
0 2 41
Kilometres
Legend
Study Area
Project Footprint
Plant Boundary
Isopleth Concentration
Topography (masl)
High : 800
Low : 200
IM
ap
Do
cu
me
nt:
(K
:\A
ctive
Pro
jects
20
11
\AP
11
-10
1 t
o 1
1-1
50
\11
-10
1\F
ina
l D
ocs\A
ir Q
ua
lity
\Fig
3.1
-1 P
red
icte
d 9
th H
igh
est
Ho
url
y S
O2
Co
nce
ntr
atio
n.m
xd
)16
/11
/20
12
--
10
:18
:18
AM
3.2-1
Grizzly Thickwood Thermal Project
Predicted 9th Highest Hourly NO2
Concentration (µg/m3)
JDC
LL
Nov 16/12
11-101PROJECT:
DATE:
CHECKED:
DRAWN: FIGURE:
PROJECT:
TITLE:
AAAQO Guideline:
NO2 = 300 (µg/m3)
AQ SA
Fort McMurray!(
Calgary
Edmonton
McK
ay
Rive
r
!
R15 R14 W4M
Maximum = 27 µg/m3
T 91
T 90
14
16
415000
415000
420000
420000
425000
425000
430000
430000
62
90
00
0
62
90
00
0
62
95
00
0
62
95
00
0
63
00
00
0
63
00
00
0
63
05
00
0
63
05
00
0
63
10
00
0
63
10
00
0
0 2 41
Kilometres
Legend
Study Area
Project Footprint
Plant Boundary
Isopleth Concentration
Topography (masl)
High : 800
Low : 200
IM
ap
Do
cu
me
nt:
(K
:\A
ctive
Pro
jects
20
11
\AP
11
-10
1 t
o 1
1-1
50
\11
-10
1\F
ina
l D
ocs\A
ir Q
ua
lity
\Fig
3.1
-4 P
red
icte
d A
nn
ua
l S
O2
Co
nce
ntr
atio
n.m
xd
)16
/11
/20
12
--
10
:26
:46
AM
3.2-2
Grizzly Thickwood Thermal Project
Predicted Annual NO2
Concentration (µg/m3)
JDC
LL
Nov 16/12
11-101PROJECT:
DATE:
CHECKED:
DRAWN: FIGURE:
PROJECT:
TITLE:
AAAQO Guideline:
NO2 = 45 (µg/m3)
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
11-101
APPENDIX A: AIR QUALITY MODELLING SETTINGS
Grizzly Oil Sands ULC
Thickwood Hills SAGD Project Air Quality Assessment
November 2012
Page A-i 11-101
Table of Contents
Page
Table of Contents................................................................................................................................................... i
List of Tables ......................................................................................................................................................... ii
1.0 INTRODUCTION.................................................................................................................................. 1
2.0 CALMET MODEL OPTIONS.............................................................................................................. 1
2.1 Wind Field Options (Input Group 5) ............................................................................................... 1
2.2 Meteorological Data Options (Input Group 4 and 6) .................................................................... 1
2.3 Surface Meteorology........................................................................................................................... 6
2.4 Fifth Generation NCAR/Penn State Mesoscale Model (MM5)..................................................... 6
2.5 Geophysical Parameters .................................................................................................................... 7
2.5.1 Land Use...................................................................................................................................... 7
2.5.2 Terrain.......................................................................................................................................... 8
2.5.3 Anthropogenic Heat Flux Parameter ...................................................................................... 9
3.0 CALPUFF MODEL OPTIONS............................................................................................................. 9
4.0 REFERENCES ....................................................................................................................................... 22
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List of Tables
Page
Table A2-1 Wind Field Options and Parameters (Input Group 5) .......................................................... 2
Table A2-2 Wind Field Options and Parameters (Input Group 4) .......................................................... 4
Table A2-3 Mixing Height Parameters (Input Group 6)........................................................................... 4
Table A2-4 Temperature Parameters........................................................................................................... 5
Table A2-6 Surface Variables Associated with Land Use Characteristics.............................................. 7
Table A3-1 Assumed Gas Properties ........................................................................................................... 9
Table A3-2 Assumed Particulate Matter Properties................................................................................ 10
Table A3-3 Assumed Wet Deposition Parameters .................................................................................. 10
Table A3-4 Input Groups in the CALPUFF Control File ........................................................................ 10
Table A3-5 General Run Control Parameters (Input Group 1).............................................................. 12
Table A3-6 Technical Options (Input Group 2)........................................................................................ 13
Table A3-7 Species List-Chemistry Options (Subgroup 3a) ................................................................... 14
Table A3-8 Map Projection Grid Control Parameters (Input Group 4) ................................................ 15
Table A3-9 Sub-Grid Scale Complex Terrain Inputs (Input Group 6a) ................................................ 15
Table A3-10 Dry Deposition Parameters for Gases (Input Group 7) ...................................................... 16
Table A3-11 Size Parameters for Dry Deposition of Particles (Input Group 8)..................................... 16
Table A3-12 Miscellaneous Dry Deposition Parameters (Input Group 9) ............................................. 17
Table A3-13 Wet Deposition Parameters .................................................................................................... 17
Table A3-14 Chemistry Parameters (Input Group 11) .............................................................................. 18
Table A3-15 Miscellaneous Dispersion and Computational Parameters (Input Group 12) ................ 18
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1.0 INTRODUCTION
CALMET and CALPUFF models were used for the air quality assessment. Both of the models are
described in detail by Scire et al (2000) and Scire and Escoffier-Czaja (2004), and are recommended by
Alberta Environment and Sustainable Resource Development (ESRD) for regulatory air quality
assessments (ESRD, 2009).
This Appendix summarizes the CALMET and CALPUFF settings and compares to the default
parameter settings. Where a discrepancy between set value and default occurs, justification is given.
2.0 CALMET MODEL OPTIONS
2.1 Wind Field Options (Input Group 5)
Within the CALMET model, there are a number of options for calculating the modelling domain wind
field. Similarity theory is used to extrapolate surface winds to upper layers.
The maximum overland radius of influence for the surface layer is 5 km. The radius is 15 km at upper
levels. Additionally, the minimum radius of influence for the wind field interpolation is 0.1 km, and
radius of influence is set to 15 km for terrain features. The wind field options for the dispersion
meteorological component of the model are described in Table A2-1.
2.2 Meteorological Data Options (Input Group 4 and 6)
Hourly surface heat fluxes, as well as the observed morning and afternoon temperature soundings,
were used to calculate mixing heights. The minimum and maximum mixing heights allowed were
50 m and 3,000 m, respectively.
The inverse distance-squared method, which was recommended by Dean and Snyder (1977) and
Wei and McGuinness (1976), was used to interpolate air temperature, with a radius of influence of 500
km. A larger radius produces a more realistic temperature field, particularly at the surface.
The meteorological data options, mixing height, precipitation, and temperature parameters that were
used in the Project assessment are outlined in Table A2-2, Table A2-3, and Table A2-4, respectively.
The following provides rationale for the use of non-default model parameters:
IPROG: MM5 data were used.
FEXTR2: There is no extrapolation – this option is used only when IEXTRP = 3 or -3, whereas
IEXTRP = -4 was used in the project.
ICLOUD: Gridded cloud cover from prognostic relative humidity at all levels (MM5toGrads
algorithm). Since MM5 data was used, this is the best option for the model to be used.
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Table A2-1 Wind Field Options and Parameters (Input Group 5)
Parameter Default Current Description
Wind Field Model Options
IWFCOD 1 1 Model selection variable – Diagnostic wind module
IFRADJ 1 1 Compute Froude number adjustment (Yes = 1)
IKINE 0 0 Compute kinematic effects (No = 0)
IOBR 0 0 Use O’Brien procedure for adjustment of the vertical velocity (No)
ISLOPE 1 1 Compute slope flow effects (Yes)
IEXTRP 1 1Extrapolate surface wind observations to upper layers (similarity theory
used with layer 1 data at upper air stations ignored)
ICALM 0 0 Extrapolate surface winds even if calm (No)
BIAS NZ*0 0,0,0,0,0,0,0,0Layer-dependent biases modifying the weights of surface and upper air
stations
RMIN2 4.0 4.0
Minimum distance (km) from nearest upper air station to surface station
for which extrapolation of surface winds at surface station will be
allowed
IPROG 0 14
Use gridded prognostic wind field model output fields as input to the
diagnostic wind field model (14=use winds from MM5.DAT file as initial
guess field)
ISTEPPGS 3600 3600 Time-step (seconds) of the prognostic model input data
IGFMET 0 0Use coarse CALMET fields as initial guess fields (overwrites IGF based
on prognostic wind fields if any)
Radius of Influence Parameters
LVARY F F Use varying radius of influence (F - False)
RMAX1 - 5 Maximum radius of influence over land in the surface layer (km)
RMAX2 - 15 Maximum radius of influence over land aloft (km)
RMAX3 - 15 Maximum radius of influence over water (km)
Other Wind Field Input Parameters
RMIN 0.1 0.1 Minimum radius of influence used in the wind field interpolation (km)
TERRAD - 15.0 Radius of influence of terrain features (km)
R1 - 2.5Relative weighting of the first guess field and observations in the surface
layer (km)
R2 - 7.5Relative weighting of the first guess field and observations in the layers
aloft (km)
RPROG - 54.0 Relative weighting parameter of the prognostic wind field data (km)
DIVLIM 5.0E-6 5.0E-6Maximum acceptable divergence in the divergence minimization
procedure
NITER 50 50Maximum number of iterations in the divergence minimization
procedure
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Table A2-1 Wind Field Options and Parameters (Input Group 5)
Parameter Default Current Description
NSMTH
(NZ)2,(mxnz-1)*4
2, 28, 28, 28,
28, 28, 28, 28Number of passes in the smoothing procedure
NINTR2 9999, 99, 99, 99,
99, 99, 99, 99
Maximum number of stations used in each layer for the interpolation of
data to a grid point(number 12 is bigger than number of stations, then all
stations are used)
CRITFN 1.0 1.0 Critical Froude number
ALPHA 0.1 0.1 Empirical factor controlling the influence of kinematic effects
FEXTR2(N
Z)nz*0.0
1, 1.7, 2.2, 3,
3.9, 5.1, 6.3,
7.2
Multiplicative scaling factor for extrapolation of surface observations to
upper layers
NBAR 0 0 Number of barriers to interpolation of the wind fields
KBAR NZ 8 Level (1 to NZ) up to which barriers apply
Diagnostic Module Data Input Options
IDIOPTI 0 0Surface temperature (0 = compute internally from hourly surface
observation)
ISURFT -1 -1Surface meteorological station to use for the surface temperature
(parameter ISURFT= -1 is for 2-D spatially varying surface temperatures)
IDIOPT2 0 0Domain-averaged temperature lapse (0 = compute internally from hourly
surface observation)
IUPT -1 -1Upper air station to use for the domain-scale lapse rate (-1 to use 2-D
spatially varying lapse rate)
ZUPT 200 200 Depth through which the domain-scale lapse rate is computed (m)
IDIOPT3 0 0 Domain-averaged wind components
IUPWND -1 -1 Upper air station to use for the domain-scale winds
ZUPWND 1.0, 1000 1.0, 1000Bottom and top of layer through which domain-scale winds are
computed (m)
IDIOPT4 0 0 Observed surface wind components for wind field module
IDIOPT5 0 0 Observed upper air wind components for wind field module
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Table A2-2 Wind Field Options and Parameters (Input Group 4)
Parameter Default Current Description
NOOBS 0 2Use surface and overwater stations (no upper air observations)
Use MM4/MM5/M3D for upper air data
Number of Surface & Precipitation Meteorological Stations
NSSTA - 0 Number of surface stations
NPSTA - -1 use of MM5/M3D precipitation data
Cloud Data Options
ICLOUD 0 4 Gridded cloud cover from prognostic relative humidity at all levels
File Formats
IFORMS 2 2 Surface meteorological data file format (2 = formatted)
IFORMP 2 2 Precipitation data file format (2 = formatted)
IFORMC 2 2 Cloud data file format (unformatted – not used)
Table A2-3 Mixing Height Parameters (Input Group 6)
Parameter Default Current Description
Empirical Mixing Height Constants
CONSTB 1.41 1.41 Neutral, mechanical equation
CONSTE 0.15 0.15 Convective mixing height equation
CONSTN 2400 2400 Stable mixing height equation
CONSTW 0.16 0.16 Over water mixing height equation
FCORIO 1.0E-4 1.2E-04 Absolute value of Coriolis (l/s); latitude dependent
Spatial Averaging of Mixing Heights
IAVEZI 1 1 Conduct spatial averaging (1 = yes)
MNMDAV 1 1 Maximum search radius in averaging (1 grid cells)
HAFANG 30 30 Half-angle of upwind looking cone for averaging (degrees)
ILEVZI 1 1 Layer of winds used in upwind averaging (1 layers)
Convective Mixing Height Options
IMIHXH 1 1Method to compute the convective mixing height (Maul-Carson for land
and water cells)
THRESHL 0 0Threshold buoyancy flux required to sustain convective mixing height
growth overland (expressed as a heat flux per meter of boundary layer)
THRESHW 0.05 0.05Threshold buoyancy flux required to sustain convective mixing height
growth overwater (expressed as a heat flux per meter boundary layer)
ILUOC3D 16 16Land use category ocean in 3D.DAT datasets (if 3D.DAT from MM5
version 3.0 iluoc3d=16)
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Table A2-3 Mixing Height Parameters (Input Group 6)
Parameter Default Current Description
Other Mixing Heights Variables
DPTMIN 0.001 0.001Minimum potential temperature lapse rate in the stable layer above the
current convective missing height (oK/m)
DZZI 200 200Depth of layer above current convective mixing height through which
lapse rate is computed (m)
ZIMIN 50 50 Minimum overland mixing height (m)
ZIMAX 3000 3000 Maximum overland mixing height (m)
ZIMINW 50 50 Minimum over-water mixing height (m)
ZIMAXW 3000 3000 Maximum over-water mixing height (m)
Overwater Surface Fluxes Method and Parameters
ICOARE 10 10 COARE with no wave parameterization
DSHELF 0 0 Coastal/Shallow water length scale
IWARM 0 0 COARE warm layer computation (0=off)
ICOOL 0 0 COARE cool skin layer computation (0=off)
Relative Humidity Parameters
IRHPROG 0 13D relative humidity from observations or from prognostic data
(0= use RH NOOBS = 0,1)
Table A2-4 Temperature Parameters
Parameter Default Current Description
Temperature Parameters
ITPROG 0 2Use Surface stations (no upper air observations),
Use MM5/M3D for upper air data (only if NOOBS = 0,1)
IRAD 1 1 Interpolation type (1 = 1/R)
TRADKM 500 500 Radius of influence for temperature interpolation (km)
NUMTS 5 5Maximum number of stations to include in temperature
interpolation
IAVET 1 1 Conduct spatial averaging of temperatures (1 = yes)
TGDEFB -0.0098 -0.0098Default temperature gradient below the mixing height over
water (oK/m)
TGDEFA -0.0045 -0.0045Default temperature gradient above the mixing height over
water (oK/m)
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Table A2-4 Temperature Parameters
Parameter Default Current Description
JWAT1 - 99Beginning land use categories for temperature interpolation
over water (disabled)
JWAT2 - 99Ending land use categories for temperature interpolation
over water (disabled)
Precipitation Interpolation Parameters
NFLAGP 2 2 Method of interpolation (2=1/R**2)
SIGMAP 100 100 Radius of influence
CUTP 0.01 0.01Minimum precipitation rate cut-off (Values < CUTP = 0.0
mm/hr)
2.3 Surface Meteorology
No surface meteorology was used in the CALMET as no air quality stations were located in the
CALMET modelling domain.
2.4 Fifth Generation NCAR/Penn State Mesoscale Model (MM5)
The fifth generation NCAR/Penn State Mesoscale Model (MM5) was developed jointly by the
National Center for Atmospheric Research (NCAR) and Pennsylvania State University (PSU). It is a
prognostic model that computes horizontal and vertical velocity components, pressure, temperature,
relative humidity and vapour, cloud, rain, snow, ice, and graupel mixing ratios.
Studies conducted by the University of Washington (2005) show that the MM5 model is an effective
tool for characterizing winds in the Pacific Northwest. It also suggested that CALMET should be run
exclusively with MM5 data. The MM5 data are important in dispersion modelling, providing
information throughout the modelling domain and in regions where measurements are not readily
accessible. In other CALPUFF 3-D modelling studies completed in western Canada (e.g. BC
Environment, 2000), MM5 data were used exclusively when generating CALMET 3-D data.
For the purposes of this assessment, MM5 model output for the 2002 to 2006 model years (a
“standard” dataset provided by Alberta Environment) was used for the initial guess wind field in
CALMET runs and also for upper air data readings. The MM5 data are at 12 km resolution, with each
grid containing 30 vertical layers extending more than 10,000 m above ground.
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2.5 Geophysical Parameters
2.5.1 Land Use
To determine meteorological parameters in the boundary layer, the CALMET model requires a
physical description of the ground surface. The geophysical parameters for this assessment include
land use category, terrain elevation, roughness length, albedo, Bowen ratio, surface heat flux
parameter, anthropogenic heat flux and leaf area index (LAI). Values for all land use parameters
except land use category and elevation were determined for the following periods:
Winter – January 1 to March 31 and November 15 to December 31;
Spring – April 1 to June 14;
Summer – June 15 to August 31; and
Fall – September 1 to November 14.
The geophysical parameters for all periods are summarized in Table A2-6, below.
Table A2-6 Surface Variables Associated with Land Use Characteristics
LUC DescriptionRoughness
Length Zo (m)Albedo
Bowen
RatioHeat Flux
Anthropogenic
Heat Flux
Leaf Area
Index (LAI)
Winter
42Evergreen Forest
(Coniferous)0.90 0.35 1.50 0.15* 0.00 4.00
51 River 0.10 0.60 1.00 0.15 0.00 0.20
52 Lakes 0.05* 0.70* 0.50* 1.00 0.00 0.00
61 Forested Wetland 0.70 0.43 1.50 0.15* 0.00 1.00
62 Nonforested Wetland 0.70 0.43 1.50 0.15* 0.00 1.00
Spring
42Evergreen Forest
(Coniferous)0.90 0.25 0.70 0.15 0.00 4.00
51 River 0.15 0.23 0.30 0.15 0.00 0.15
52 Lakes 0.01 0.20 0.10 1.00 0.00 0.00
61 Forested Wetland 0.80 0.15 0.50 0.15 0.00 1.20
62 Nonforested Wetland 0.80 0.15 0.50 0.15 0.00 1.20
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Table A2-6 Surface Variables Associated with Land Use Characteristics
LUC DescriptionRoughness
Length Zo (m)Albedo
Bowen
RatioHeat Flux
Anthropogenic
Heat Flux
Leaf Area
Index (LAI)
Summer
42Evergreen Forest
(Coniferous)1.00 0.12 1.20 0.15 0.00 4.00
51 River 0.25 0.11 0.50 0.75 0.00 0.50
52 Lakes 0.0001 0.10 0.05 1.00 0.00 0.00
61 Forested Wetland 1.00 0.12 0.40 0.25 0.00 2.00
62 Nonforested Wetland 1.00 0.12 0.40 0.25 0.00 2.00
Fall
42Evergreen Forest
(Coniferous)1.00 0.12 1.00 0.15 0.00 4.00
51 River 0.20 0.13 0.10 0.50 0.00 0.00
52 Lakes 0.0001 0.14 0.05 1.00 0.00 0.00
61 Forested Wetland 0.90 0.12 0.40 0.25 0.00 1.50
62 Nonforested Wetland 0.90 0.12 0.40 0.25 0.00 1.50
* Value recommended by TRC for perennial snow. Also the default value for cropland and pasture, rangeland, forest, and barren land.
The CALMET modeling domain was described using four land use categories. A category was
assigned to each 1 km x 1 km grid cell based on the most prevalent land use type according to those
described by Cihlar and Beaubien (1998). These descriptive categories were then grouped into
broader classifications, which were provided by CALMET. The Land Use Categories were defined by
referencing topographic 1:50,000 maps of the area.
Each land use category was assigned summer, fall, winter, and spring values of roughness length,
albedo, Bowen Ratio, anthropogenic and soil flux parameters, and leaf area index.
The geotechnical parameters were largely the default values (recommended by PCRAMMET; US EPA
1995).
2.5.2 Terrain
Topographic elevations for the terrain were obtained from the Shuttle Radar Topography Mission
(SRTM – 3 Arc Second – 90 m), which is a joint project between the National Geo-spatial-Intelligence
Agency (NGA) and the National Aeronautics and Space Administration (NASA) (SRTM, 2005). The
CALMET pre-processor program, TERREL, was used to extract and format terrain data.
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2.5.3 Anthropogenic Heat Flux Parameter
The urban heat island effect is a result of the interaction of several factors, including the absorption of
heat during the day by surfaces such as asphalt roads, concrete pavements, and roofs, which is then
radiated out into the atmosphere at night, and the release of heat from the tailpipes of vehicles and
ventilation stacks from buildings. The latter source of heat is especially significant in winter months.
The study of the anthropogenic heat flux in Nagoya, Japan revealed an additional anthropogenic heat
flux from the city centre of about 50 W/m2 during the winter months (Yamaguchi et al, 2004). The
anthropogenic heat flux in Tokyo exceeded 400 W/m2 in summer during the daytime, and the
maximum value occurred in winter (1,590 W/m2). In the suburbs of Tokyo, the heat flux from houses
reached about 30 W/m2 (CGER, 1997).
For modelling purposes, the anthropogenic heat flux is usually considered to be zero due to lack of
measurements in a given area. However, PCRAMMET (US EPA, 1995) recognizes that in areas with
high population densities or energy use, such as an industrial facility, anthropogenic flux may not
always be negligible. An anthropogenic heat flux of about 10 W/m2 in summer, 15 W/m2 in spring
and fall, and 30 W/m2 in winter was assumed for urban areas. It was also assumed that the
anthropogenic heat flux from open mine surfaces was 5 W/m2 during the whole year. The
anthropogenic heat flux elsewhere was assumed to be zero.
3.0 CALPUFF MODEL OPTIONS
Assumed gas and particulate matter properties are listed in Tables A3-1 to A3-3. The CALPUFF
dispersion model is a tool that uses a range of user specified options. The CALPUFF control file
defines 17 input groups as identified in Table A3-4.
Table A3-1 Assumed Gas Properties
SO2 NO NO2 HNO3
Diffusivity (cm2/s) 0.115 0.186 0.141 0.108
Alpha Star (a*) 1000 1.0 1.0 1.0
Reactivity 8.0 2.0 8.0 18.0
Mesophyll Resistance (s/cm) 0.0 94.0 5.0 0.0
Henry's Law Coefficient 0.0332 21.5 4.09 10x10-8
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Table A3-2 Assumed Particulate Matter Properties
SO4 NO3 PM2.5
Geometric mass mean diameter (µm) 0.48 0.48 0.98
Geometric standard deviation (µm) 2.0 2.0 1.8
Table A3-3 Assumed Wet Deposition Parameters
Scavenging
Coefficient
(s-1)
SO2 SO4 NO NO2 HNO3 NO3 PM2.5
Liquid 3.0 x 10-5 1.0 x 10-4 2.9 x 10-5 5.1 x 10-5 6.0 x 10-5 1.0 x 10-4 1.0 x 10-4
Frozen 0.0 3.0 x 10-5 0.0 0.0 0.0 3.0 x 10-5 3.0 x 10-5
Table A3-4 Input Groups in the CALPUFF Control File
Input
GroupDescription Applicable to the Project
0 Input and output file names Yes
1 General run control parameters Yes
2 Technical options Yes
3 Species list Yes
4 Grid control parameters Yes
5 Output options Yes
6 Sub grid scale complex terrain inputs No
7 Dry deposition parameters for gases Yes
8 Dry deposition parameters for particles Yes
9 Miscellaneous dry deposition for parameters Yes
10 Wet deposition parameters Yes
11 Chemistry parameters Yes
12 Diffusion and computational parameters Yes
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Table A3-4 Input Groups in the CALPUFF Control File
Input
GroupDescription Applicable to the Project
13 Point source parameters Yes
14 Area source parameters Yes
15 Line source parameters No
16 Volume source parameters Yes
17 Discrete receptor information Yes
The chemistry option was invoked in CALPUFF since SO2 and NOX sources are involved in this
assessment. This option was switched on when dealing with the following eight species: SO2, SO4,
NO, NO2, HNO3, NO3, CO, and primary PM2.5, but was switched off for the modelling runs that
assessed ambient VOC concentrations.
The CALPUFF input parameters were selected according to the default values, with some exceptions.
For the simulation of building downwash, the PRIME method was used for buildings within Project
fence lines; building downwash was not considered for non-Project facilities.
Tables A3-5 to A3-15 identify the input parameters, default options, and values used for the current
project. Non-default parameters were used as follows:
MBDW: PRIME method used for plume downwash – the PRIME method is considered more
advanced and is recommended by the Alberta modelling guidelines (ESRD 2009).
MCHEM: RIVAD/ARM3 chemistry used for chemical transformations. In several tests
conducted to date, the results have shown no significant differences between the modelling
results obtained with MESOPUFF II and RIVAD/ARM3 chemistry
(http://www.src.com/calpuff/FAQ-answers.htm#3.3.6).
MREG: unnecessary as this is not a U.S. application.
Diffusivity: based on current literature (Seinfeld and Pandis, 2006; US Forest Service, 2011).
Mean PM2.5 diameter was used as recommended by model developer Joe Scire (TRC Solutions,
private communication).
BCKO3: hourly ozone background concentrations were based on ozone measurements in Fort
McKay from 2002 to 2006.
BCKNH3: based on measurements in oil sands area (ammonia measurements began at two
stations – Fort McKay and Patricia McInnis – in mid-2006, and the average measured value
was used as the monthly concentration).
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PLX0 values are based on measurements at Mannix – 20-m and 75-m towers (BOVAR
Environmental, 1996a).
PPC values were based on values in the ADEPT2 model developed for dispersion modeling in
Alberta and then used in the ISCBE version of ISC3 developed for the oil sands area (BOVAR
Environmental, 1996b).
Table A3-5 General Run Control Parameters (Input Group 1)
Parameter Default Current Description
METRUN 0 0 All model periods in met file(s) will be run
IBYR - 2002 Starting year
IBMO - 1 Starting month
IBDY - 1 Starting day
IBHR - 0 Starting hour
IBMIN - 0 Starting minute
IBSEC - 0 Starting second
IEYR - 2007 Ending year
IEMO - 1 Ending month
IEDY - 1 Ending day
IEMIN - 0 Ending minute
IESEC - 0 Ending second
XBTZ - 7.0 Base time zone (MST = 7.0)
NSECDT - 3600 Length of run (seconds)
NSPEC 5 8 Number of chemical species
NSE 3 5 Number of chemical species to be emitted
ITEST 2 2 Program is executed after SETUP phase
MRESTART 0 0 Does not read or write a restart file
NRESPD 0 0 Restart file written only at last period
METFM 1 1Meteorological data format 1= CALMET binary file
(CALMET.MET)
MPRFFM 1 1 Meteorological profile data format
AVET 60 60 Averaging time (minutes)
PGTIME 60 60 PG Averaging time (minutes)
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Table A3-6 Technical Options (Input Group 2)
Parameter Default Current Description
MGAUSS 1 1 Gaussian distribution used in near field
MCTADJ 3 3 Terrain adjustment method (3 = Partial plume path adjustment)
MCTSG 0 0 Subgrid-scale complex terrain (0 = not modelled)
MSLUG 0 0 Near-field puffs not modelled as elongated
MTRANS 1 1 Transitional plume rise modelled
MTIP 1 1 Stack tip downwash used (MTIP=0 for upset flaring)
MRISE 1 1Briggs plume rise for point sources not subjected to building
downwash
MBDW 1 2 Method used to simulate building downwash (2 = PRIME method)
MSHEAR 0 0 Vertical wind shear not modelled
MSPLIT 0 0 Puff splitting is not allowed
MCHEM 1 3Transformation rates computed internally using RIVID/ARM3
scheme
MAQCHEM 0 0 Aqueous phase transformation not modelled
MWET 1 1 Wet removal modelled
MDRY 1 1 Dry deposition modelled
MTILT 0 0 Gravitational settling (plume tilt) not modeled
MDISP 3 3
Method used to compute dispersion coefficients - PG dispersion
coefficients for RURAL areas (computed using the ISCST multi-
segment approximation) and MP coefficients in urban areas
MTURBVW 3 3 Use both v and w from PROFILE.DAT to compute y and z (n/a)
MDISP2 3 3
Back-up method used to compute dispersion when measured
turbulence data are missing (used only if MDISP = 1 or 5) This
parameter is not used because MDISP = 3 for Connacher Great
Divide.
MTAULY 0 0Draxler default 617.284 (s) used for Lagrangian timescale for
Sigma-y (used only if MDISP=1,2 or MDISP2=1,2)
MTAUADV 0 0Method used for Advective-Decay timescale for Turbulence (used
only if MDISP=2 or MDISP2=2)
MCTURB 1 1
Standard CALPUFF subroutines used to compute turbulence
sigma-v & sigma-w using micrometeorological variables(Used
only if MDISP = 2 or MDISP2 = 2)
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Table A3-6 Technical Options (Input Group 2)
Parameter Default Current Description
MROUGH 0 0 PG y and z not adjusted for roughness
MPARTL 1 1 partial plume penetration of elevated inversion
MPARTLBA 1 1partial plume penetration of elevated inversion (buoyant area
sources)
MTINV 0 0Strength of temperature inversion computed from default
gradients
MPDF 0 0 PDF not used for dispersion under convective conditions
MSGTIBL 0 0 Sub-grid TIBL module not used for shore line
MBCON 0 0 Boundary conditions (concentration) not modelled
MSOURCE 0 0 No Individual source contributions saved
MFOG 0 0 Do not configure for FOG model output
MREG 1 0Do not test options specified to see if they conform to regulatory
values
Table A3-7 Species List-Chemistry Options (Subgroup 3a)
CSPECModelled
(0=no, 1=yes)
Emitted
(0=no, 1=yes)
Dry deposition (0=none,
1=computed gas,
2=computed particle,
3=user-specified)
Output group Number
SO2 1 1 1 0
SO4-2 1 0 2 0
NO 1 1 1 0
NO2 1 1 1 0
HNO3 1 0 1 0
NO3- 1 0 2 0
PM2.5 1 1 2 0
CO 1 1 0 0
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Table A3-8 Map Projection Grid Control Parameters (Input Group 4)
Parameter Default Current Description
PMAP UTM UTM Map projection: Universal Transverse Mercator
IUTMZN - 12 UTM Zone (1 to 60)
UTMHEM N N Northern hemisphere UTM projection
DATUM WGS-84 NAR-B NIMA Datum Region - Canada
NX - 41 Number of X grid cells in meteorological grid
NY 41 Number of Y grid cells in meteorological grid
NZ - 8 Number of vertical layers in meteorological grid
DGRIDKM - 1.0 Grid spacing (km)
ZFACE -
0,20,40,80,
160,320,600,
1400,3000
Cell face heights in meteorological grid (m)
XORIGKM - 402.14Reference X coordinate for SW corner of grid cell (1,1) of
meteorological grid (km)
YORIGKM - 6277.277Reference Y coordinate for SW corner of grid cell (1,1) of
meteorological grid (km)
IBCOMP - 1 X index of lower left corner of the computational grid
JBCOMP - 1 Y index of lower left corner of the computational grid
IECOMP - 41 X index upper right corner of the computational grid
JECOMP - 41 Y index upper right corner of the computational grid
LSAMP T F Sampling grid is not used
IBSAMP - 1 X index of lower left corner of the sampling grid
JBSAMP - 1 Y index of lower left corner of the sampling grid
IESAMP - 28 X index of upper right corner of the sampling grid
JESAMP - 32 Y index of upper right corner of the sampling grid
MESHDN 1 1 Nesting factor of the sampling grid
Table A3-9 Sub-Grid Scale Complex Terrain Inputs (Input Group 6a)
Parameter Default Current Description
NHILL 0 0 Number of terrain features
NCTREC 0 0 Number of special complex terrain receptors
MHILL - 0 Input terrain and receptor data for CTSG hills input in CTDM format
XHILL2M 1 1 Conversion factor for changing horizontal dimensions to metres
ZHILL2M 1 1 Conversion factor for changing vertical dimensions to metres
XCTDMKM - 0 X origin of CTDM system relative to CALPUFF coordinate system (km)
YCTDMKM - 0 Y origin of CTDM system relative to CALPUFF coordinate system (km)
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Table A3-10 Dry Deposition Parameters for Gases (Input Group 7)
Species Default Current Description
SO2
0.1509 0.115 Diffusivity (cm2/s) (Seinfeld and Pandis, 2006; US Forest Services)
1000.0 1000. Alpha star
8.0 8.0 Reactivity
0.0 0.0 Mesophyll resistance (s/cm)
0.4 0.0332 Henry’s Law coefficient
NO
- 0.186 Diffusivity (cm2/s) (Seinfeld and Pandis, 2006; US Forest Services)
- 1.0 Alpha star
- 2. Reactivity
- 94. Mesophyll resistance (s/cm)
- 21.5 Henry’s Law coefficient
NO2
0.1656 0.141 Diffusivity (cm2/s) (Seinfeld and Pandis, 2006; US Forest Services)
1.0 1.0 Alpha star
8.0 8. Reactivity
5.0 5. Mesophyll resistance (s/cm)
3.5 4.09 Henry’s Law coefficient
HNO3
0.1628 0.108 Diffusivity (cm2/s) (Seinfeld and Pandis, 2006; US Forest Services)
1.0 1.0 Alpha star
18.0 18. Reactivity
0.0 0. Mesophyll resistance (s/cm)
0.00000008 0.0000001 Henry’s Law coefficient
Table A3-11 Size Parameters for Dry Deposition of Particles (Input Group 8)
Species Default Current Description
SO42 0.48 0.48 Geometric mass mean diameter of SO42 [m]
SO42 2.0 2.0 Geometric standard deviation of SO42 [m]
NO3- 0.48 0.48 Geometric mass mean diameter of NO3- [m]
NO3- 2.0 2.0 Geometric standard deviation of NO3- [m]
PM2.5 0.48 0.98 Geometric mass mean diameter of PM2.5 [m]
PM2.5 2.0 1.8Geometric standard deviation of PM2.5 [m] (Seinfeld andPandis, 2006; US Forest Services)
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Table A3-12 Miscellaneous Dry Deposition Parameters (Input Group 9)
Parameters Default Current Description
RCUTR 30 30 Reference cuticle resistance (s/cm)
RGR 10 10 Reference ground resistance (s/cm)
REACTR 8 8 Reference pollutant reactivity
NINT 9 9Number of particle size intervals for effective particle
deposition velocity
IVEG 1 1 Vegetation in non-irrigated areas is active and unstressed
Table A3-13 Wet Deposition Parameters
Species Default Current Description
SO2
0.00003 0.00003 Scavenging coefficient for liquid precipitation [s-1]
0.0 0.0 Scavenging coefficient for frozen precipitation [s-1]
SO4-20.0001 0.0001 Scavenging coefficient for liquid precipitation [s-1]
0.00003 0.00003 Scavenging coefficient for frozen precipitation [s-1]
NO0.000029 0.000029 Scavenging coefficient for liquid precipitation [s-1]
0.0 0.0 Scavenging coefficient for frozen precipitation [s-1]
NO2
0.000051 0.000051 Scavenging coefficient for liquid precipitation [s-1]
0.0 0.0 Scavenging coefficient for frozen precipitation [s-1]
HNO3
0.00006 0.00006 Scavenging coefficient for liquid precipitation [s-1]
0.0 0.0 Scavenging coefficient for frozen precipitation [s-1]
NO3-0.0001 0.0001 Scavenging coefficient for liquid precipitation [s-1]
0.00003 0.00003 Scavenging coefficient for frozen precipitation [s-1]
PM2.5
0.0001 0.0001 Scavenging coefficient for liquid precipitation [s-1]
0.00003 0.00003 Scavenging coefficient for frozen precipitation [s-1]
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Table A3-14 Chemistry Parameters (Input Group 11)
Parameters Default Current Description
MOZ 1 1 Monthly background ozone value
BCKO3 12*80
32.03; 32.62; 35.75; 39.72; 36.39;
31.45; 24.56; 20.58; 19.97; 23.57;
28.08; 26.51
Background monthly ozone concentration
(ppb)
BCKNH3 12*10 12*0.22 Background ammonia concentration (ppb)
RNITE1 0.2 0.2 Nighttime NO2 loss rate in percent/hour
RNITE2 2 2 Nighttime NOX loss rate in percent/hour
RNITE3 2 2 Nighttime HNO3 loss rate in percent/hour
MH202 1 1 Background H2O2 concentrations
BCKH202 12*1 12*1
Background monthly H2O2 concentrations
(Aqueous phase transformations not
modelled)
BCKPMF - -
Fine particulate concentration for Secondary
Organic Aerosol Option (used only if
MCHEM=4 in Connacher Great Divide
MCHEM =3)
OFRAC - -Organic fraction of fine particulate for SOA
Option (used only if MCHEM=4)
VCNX - -VOC/NOX ratio for SOA Option (used only
if MCHEM=4)
Table A3-15 Miscellaneous Dispersion and Computational Parameters (Input Group 12)
Parameters Default Current Description
SYDEP 550 550Horizontal size of a puff in metres beyond which the time
dependant dispersion equation of Heffter is used
MHFTSZ 0 0 Do not use Heffter formulas for sigma z
JSUP 5 5Stability class used to determine dispersion rates for puffs above
boundary layer
CONK1 0.01 0.01 Vertical dispersion constant for stable conditions
CONK2 0.1 0.1 Vertical dispersion constant for neutral/stable conditions
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Table A3-15 Miscellaneous Dispersion and Computational Parameters (Input Group 12)
Parameters Default Current Description
TBD 0.5 0.5
Use ISC transition point for determining the transition point
between the Schulman-Scire to Huber-Snyder Building
Downwash scheme
IURB1 10 10Lower range of land use categories for which urban dispersion is
assumed
IURB2 19 19Upper range of land use categories for which urban dispersion is
assumed
ILANDUIN 20 20 Land use category for modelling domain
ZOIN 0.25 0.25 Roughness length in metres for modelling domain
XLAIIN 3.0 3.0 Leaf area index for modelling domain
ELEVIN 0.0 334 Elevation above sea level
XLATIN -999 57.0 North latitude of station in degrees
XLONIN -999 111.0 South latitude of station in degrees
ANEMHT 10 10 Anemometer height in metres
ISIGMAV 1 1 Sigma-v is read for lateral turbulence data
IMIXCTDM 0 0 Predicted mixing heights are used
XMXLEN 1 1 Maximum length of emitted slug in meteorological grid units
XSAMLEN 1 1Maximum travel distance of slug or puff in meteorological grid
units during one sampling unit
MXNEW 99 99Maximum number of puffs or slugs released from one source
during one time step
MXSAM 99 99Maximum number of sampling steps during one time step for a
puff or slug
NCOUNT 2 2Number of iterations used when computing the transport wind for a
sampling step that includes transitional plume rise
SYMIN 1 1 Minimum sigma y in metres for a new puff or slug
SZMIN 1 1 Minimum sigma z in metres for a new puff or slug
CDIV 0.0, 0.0 0.0, 0.0 Divergence criteria for dw/dz in met cells
NLUTIBL 4 4 Search radius for nearest land and water cells
WSCALM 0.5 0.5 Minimum wind speed allowed for non-calm conditions (m/s)
XMAXZI 3000 3000 Maximum mixing height in metres
XMINZI 50 50 Minimum mixing height in metres
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Table A3-15 Miscellaneous Dispersion and Computational Parameters (Input Group 12)
Parameters Default Current Description
WSCAT
1.54 1.54 wind speed category 1 [m/s]
3.09 3.09 wind speed category 2 [m/s]
5.14 5.14 wind speed category 3 [m/s]
8.23 8.23 wind speed category 4 [m/s]
10.80 10.80 wind speed category 5 [m/s]
PTG00.020 0.020 potential temperature gradient for E stability [K/m]
0.035 0.035 potential temperature gradient for F stability [K/m]
SL2PF 10 10Slug-to-puff transition criterion factor equal to sigma y/length of
slug
NSPLIT 3 3 Number of puffs that result every time a puff is split
IRESPLIT Hour 17=1 Hour 17=1 Time(s) of day when split puffs are eligible to be split once again
ZISPLIT 100 100 Minimum allowable last hour’s mixing height for puff splitting
ROLDMAX 0.25 0.25
Maximum allowable ratio of last hour’s mixing height and
maximum mixing height experienced by the puff for puff
splitting
NSPLITH 5 5Number of puff that result every time a puff is split
(nsplith = 5 means that 1 puff splits into 5)
SYSPLITH 1 1 Minimum sigma-y of puff before it may be horizontally split
SHSPLITH 2 2Minimum puff elongation rate due to wind shear before it may be
horizontally split
CNSPLITH 1.0E-7 1.0E-7Minimum concentration of each species in puff before it may be
horizontally split
EPSSLUG 1.00E-04 1.00E-04Fractional convergence criterion for numerical SLUG sampling
iteration
EPSAREA 1.00E-06 1.00E-06Fractional convergence criterion for numerical AREA sampling
iteration
DRISE 1.0 1.0 Trajectory step length for numerical rise
HTMINBC 500 500Minimum height (m) to which BC puffs are mixed as they are
emitted at the release point if greater than this minimum
RSAMPBC 10 10 Search radius (km) about a receptor for sampling nearest BC puff
MDEPBC 1 1Near-surface depletion adjustment to concentration profile used
when sampling BC puffs - Adjust concentration for depletion
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Table A3-15 Miscellaneous Dispersion and Computational Parameters (Input Group 12)
Stability Class
Parameter
SVMIN SWMIN
Minimum turbulence (v) (m/s) Minimum turbulence (w) (m/s)
A 0.5 0.2
B 0.5 0.12
C 0.5 0.08
D 0.5 0.06
E 0.5 0.03
F 0.5 0.016
Stability Class
Parameter
PLX0 PPC
Wind speed profile exponent Plume path coefficient
A 0.21 0.8
B 0.21 0.7
C 0.23 0.6
D 0.40 0.5
E 0.62 0.4
F 0.50 0.35
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