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1 Meil is vice president, Athena Sustainable Materials Institute, Toronto, Canada; Lippke is director, Rural Technology Initiative, and Perez-Garcia is associate professor, College of Forest Resources, University of Washington, Seattle, WA; Bowyer is director Forest Products Management Development Institute, Dept. of Wood and Paper Science, University of Minnesota, St. Paul MN.
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| Figure 1 | Wood Flow Chart to Construct a House in Minneapolis |
| Figure 2 | Wood Flow Chart for Construction of a Wood-Framed House in Atlanta |
| Figure 3 | Preliminary Environmental Results for a Typical Residential Dwelling in Minneapolis. |
| Figure 4 | Preliminary Environmental Results for a Typical Residential Dwelling in Atlanta |
| Table 1 | Summary of Alternative House Designs for Minneapolis |
| Table 2 | Summary of Alternative House Designs for Atlanta |
| Table 3 | Bill of Materials for Alternative House Designs for Minneapolis and Atlanta |
| Table 4 | Raw Materials Needed to Produce Alternative House Designs for Minneapolis and Atlanta |
| Table 5 | Energy Consumption by Stage of Processing for Alternative House Designs for Minneapolis and Atlanta |
| Table 6 | Emissions to Air by Stage of Processing for Alternative House Designs for Minneapolis and Atlanta |
| Table 7 | Emissions to Water by Stage of Processing for Alternative House Designs for Minneapolis and Atlanta |
| Table 8 | Solid Wastes by Stage of Processing for Alternative House Designs for Minneapolis and Atlanta |
| Table 9 | Environmental Results Summary for the Minneapolis Designs |
| Table 10 | Environmental Results Summary for the Atlanta Designs |
| Table 11 | Impact of increased land productivity from Pacific Northwest supply on LCI indices for Minneapolis construction |
| Table 12 | Impact of increased land productivity from Southeastern supply on LCI indices for Atlanta construction |
This section describes the methodology by which the individual product
LCI databases developed by CORRIM were used to support the development
of an integrated LCI for a single family building shell. CORRIM
is a member of the ATHENA Sustainable Materials Institute
(the Institute). The Institute maintains a model for simulating
residential construction and developing LCI data for a constructed
building using an array of building materials for which comprehensive
LCI data are available. The Institute has modified and expanded
its ATHENA software to accept U.S. wood product production
LCI data and to simulate construction activity in two different
U.S. end markets - Minneapolis and Atlanta. This section also presents
results of an environmental comparison of typical single-family
houses in each market location constructed of wood and of alternative
materials (steel frame in Minneapolis and concrete block in Atlanta).
The environmental assessment was limited to the structural components
used in each of the comparable designs. Life cycle stages from resource
extraction through on-site construction are considered in these
analyses.
The assessment results include a large number of output measures
including energy consumption, air and water emissions and generation
of solid wastes. Results are summarized in terms of four index measures:
1) initial embodied energy (initial embodied energy includes the
direct and indirect energy associated with extraction, manufacturing
and on-site construction activity stages, including all transportation
within and between these three stages), 2) greenhouse gas emissions
(both fuel and process generated, but excluding CO2 from the combustion
of biomass), 3) measures of air and water pollution, and 4) solid
waste emissions. A fifth index - environmental measures associated
with resource extraction - will be developed in future work.
Since the early 90s the Institute has been developing an environmental
life cycle assessment decision support tool known as ATHENA.
A primary objective has been to assist the building community in
making more informed decisions regarding the selection of design
and material mixes that will minimize a building's life cycle environmental
impact. Used in conjunction with product and process LCI databases,
it can also assist in the evaluation of the environmental effectiveness
of alternative manufacturing and forest management process changes.
The Athena model encompasses steel, wood and concrete structural
products and assemblies, and covers life cycle stages from natural
resource extraction, through manufacturing of individual products,
to on-site construction, including all related transportation. It
provides a full environmental life cycle inventory within the boundaries
selected, as well as selected measures of environmental impact.
Prior to the CORRIM research effort, the model and databases were
Canadian in scope representing average or typical manufacturing
technologies used in Canada and appropriate modes and distances
for transportation. The original model was regionalized into six
geographic centers represented by Vancouver, Calgary, Winnipeg,
Toronto, Montreal and Halifax end use markets. Over the past year
the model has been expanded to include the two major US wood product
producing regions (the US Pacific Northwest and US Southeast) and
two U.S. end-use markets represented by Minneapolis and Atlanta.
Regional LCI data developed as part of the CORRIM project for forest
harvesting and for production of softwood lumber, plywood and oriented
strand board (OSB) are described in separate reports included within
the Appendices. Using detailed surveys, raw data were collected
from forestry and mill operations in each of the producing regions
and then modeled in SimaPro (a LCA practitioners' tool for conducting
product life cycle inventories). SimaPro generates complete life
cycle inventory data for each product including a summary of all
raw material and energy inputs as well as resultant process and
fuel related emissions to air, water and land.
To maintain consistency across U.S. wood products studied as part
of CORRIM and the alternative building materials already modeled
in Athena, the LCI for each product was input to Athena
free of any electricity or gate-to-market transportation related
burdens. US average and regional electricity grid flows from and
to nature were incorporated in Athena. Similarly, transportation
distances determined in the CORRIM project were input to Athena.
Athena includes a transportation energy use and emissions
module to calculate the impacts from transportation. Each regional
LCI product profile was imported to the Athena software. The
non-wood building material LCI profiles already in Athena
were recalculated to reflect US average electricity generation and
use.
The Athena model contains algorithms to estimate on-site construction
effects associated with structural assemblies and systems. On-site
activities can be significant and can range from 2 to 30% of the
embodied energy of the materials making up an assembly. These on-site
effects calculations were not changed to reflect the new regions;
however, the on-site effects relationships are less a function of
regional location and more a function of material and structural
assembly type.
Single-family home designs for Minneapolis and Atlanta were reviewed
with Softplan® CAD files detailing the elevations, floor plans
and specified materials (Appendix F).
Some material specification refinements were made such as determining
the working gauge for steel products, the use of either plywood
or OSB sheathing materials where they could be interchanged, and
the specific strength of concrete to be used in various applications.
For the purposes of wood and alternative material comparison, plywood
was selected as the default sheathing material for this phase of
the analysis.
The house designs were specified to be as close as possible to "as
built" in each end market; i.e., no attempt was made to optimize
material use in construction. In the Minneapolis market, the primary
structural material alternative to wood was determined to be steel,
although insulated concrete form is gaining in popularity. For Atlanta,
the alternative material design to wood was determined to be concrete
block.
It is important to note that while the designs in a region were
intended to produce identical insulation properties with no difference
in energy use over the life of a building (i.e. the standard unit
of use having equal properties), in practice there will be differences
affecting energy consumption over the life of a building. Similarly,
maintenance requirements may be different. These differences will
be considered in future work.
Table 1 summarizes the similarities and differences in alternative
house designs for Minneapolis. The primary structural difference
between the Minneapolis wood and steel house designs is the use
of materials for floors and walls. Both designs share the same basement
and roof elements. It should be noted that the basement walls were
furred out over their full height using the partition wall system
as specified above for each material design.
Table 1: Summary of Alternative House Designs for Minneapolis
|
Characteristic |
Wood Design |
Steel Design |
| Single-family dwelling type | 2 story with full basement | |
| Floor area | 2062 sq. ft. (192 sq.m) | |
| Structural Components | ||
| Foundation (footing and slab) | 2200psi (15 Mpa) concrete | |
| Foundation walls | Concrete block | |
| 1st &2nd floors | 2"x10" Solid wood joists @ 16" (400mm) o/c & plywood decking | Steel 18 ga. "C" joist @ 12" (300mm) o/c with plywood decking |
| Exterior walls | 2"x6" wood studs @ 16" (400mm) o/c, plywood sheathing | Steel 20 ga. "C" studs @ 16" (400mm) o/c with plywood sheathing |
| Partition walls | 2"x4" wood studs @ 16" (400mm) o/c, no sheathing | Steel 25 ga. "C" studs @ 16" (400mm) o/c, no sheathing |
| Roof | Light Frame wood Trusses with plywood sheathing | |
As shown in Table 2, the only major difference between the Atlanta wood and concrete house designs is their respective exterior wall structure; all other structural elements are common between the two designs.
Table 2: Summary of Alternative House Designs
for Atlanta
|
Characteristic |
Wood Design |
Steel Design |
| Single-family dwelling type | 1 story bungalow slab-on-grade | |
| Floor area | 2153 sq. ft. (200 sq.m) | |
| Structural Components | ||
| Foundation (footing and slab) | 2200psi (15 Mpa) concrete | |
| Foundation walls | None | |
| Main floor | Supported Slab-on-grade | |
| Exterior walls | 2"x4" wood studs @ 16" (400mm) o/c, plywood sheathing | Concrete Block |
| Partition walls | 2"x4" wood studs @ 16" (400mm) o/c, no sheathing | |
| Roof | Light Frame wood Trusses with plywood sheathing | |
The bill of materials produced by the ATHENA construction
model appears in Table 3. The bill of materials determines the flow
of materials and all associated energy use, emissions, and solid
wastes from raw materials extraction or harvest, through each stage
of transport and processing, and continuing through the completion
of the designed house.
Table 3: Bill of Materials for Alternative House Designs for Minneapolis and Atlanta
|
Minneapolis
|
Atlanta
|
||||
|
Steel
|
Wood
|
Concrete
|
Wood
|
||
|
Concrete, poured
(15 MPa m3) |
21.68
|
21.68
|
Concrete, poured
(15 MPa m3) |
31.5
|
31.5
|
|
Concrete blocks (mt)
|
2,261.19
|
2,261.19
|
Concrete blocks (mt)
|
1,620.35
|
0
|
|
Mortar m3
|
6.96
|
6.96
|
Mortar (m3)
|
5.03
|
0
|
|
Nails (mt)
|
0.03
|
0.1
|
Nails (mt)
|
0.04
|
0.005
|
|
Welded Wire Mesh/
Ladder Wire (mt) |
0.13
|
0.13
|
Welded Wire Mesh/
Ladder Wire (mt) |
0.19
|
0.19
|
|
Screws Nuts & Bolts
(mt) |
0.14
|
0
|
|||
|
Wide flange sections
(mt) |
0.43
|
0.43
|
|||
|
Rebar, rod, light
sections (mt) |
1.01
|
1.01
|
Rebar, rod, light
sections (mt) |
1.22
|
0.19
|
|
Hollow structural steel (mt)
|
0.1
|
0.1
|
|||
|
Galvanized sheet
(mt) |
0.07
|
0.07
|
Galvanized sheet (mt)
|
0.12
|
0.12
|
|
Galvanized studs
(mt) |
5.67
|
0
|
|||
|
Small dimension
softwood lumber (Mbfm) |
1.76
|
8.27
|
Small dimension
softwood lumber (Mbfm) |
4.93 |
6.52 |
|
Softwood plywood
(Msf) |
6.65
|
6.65
|
Softwood plywood
(Msf) |
3.12
|
5.09
|
|
Oriented strandboard
(Msf) |
1.78
|
1.78
|
|||
|
Pitched trusses (m)
|
217.67
|
217.67
|
Pitched trusses (m)
|
379.16
|
379.16
|
|
Large dimension
softwood lumber (Mbfm) |
0.35
|
2.4
|
|||
For each product in the bill of materials, the raw materials needed
to provide that quantity are evaluated. Table 4 lists the extracted
resources derived by tracing the products in the bill of materials
back to the resources required for their production (see LCI data
for each stage of processing, Appendices A to E).
Table 4: Raw Materials Needed to Produce
Alternative House Designs for Minneapolis and Atlanta
|
Raw Material
|
Minneapolis
|
Raw Material
|
Atlanta
|
||
|
Steel |
Wood |
Concrete |
Wood |
||
| Limestone (kg) | 15,379.78 | 14,322.07 | Limestone (kg) | 14,487.27 | 8,388.02 |
| Clay & shale (kg) | 1,579.09 | 1,579.09 | Clay & shale | 1,596.42 | 913.24 |
| Iron ore (kg) | 8,604.73 | 1,570.30 | Iron ore (kg) | 997.9 | 701.64 |
| Sand (kg) | 538.52 | 538.52 | Sand (kg) | 546.16 | 314.91 |
| Ash (kg) | 107.71 | 107.71 | Ash (kg) | 109.24 | 62.99 |
| Other (kg) | 50.41 | 50.51 | Other (kg) | 2,783.93 | 3,642.39 |
| Gypsum (kg) | 825.17 | 825.17 | Gypsum (kg) | 831.81 | 472.37 |
| Semi-cementitous material (kg) |
411.88 |
411.88 |
Semi-cementitous material (kg) | 598.33 |
598.33 |
| Coarse aggregate (kg) | 32,115.78 | 32,115.78 | Coarse aggregate (kg) | 38,492.11 | 30,546.18 |
| Fine aggregate (kg) | 52,229.83 | 52,229.83 | Fine aggregate (kg) | 52,829.98 | 30,325.74 |
| Water (l) | 824,733.09 | 128,623.48 | Water (l) | 68,552.68 | 48,937.02 |
| Scrap steel (kg) | 0.12 | 0.57 | Scrap steel (kg) | 0 | 0 |
| Coal (kg) | 3,865.73 | 390.74 | Coal (kg) | 331.34 | 254.08 |
| Wood fiber (kg) | 7,737.55 | 14,370.92 | Wood fiber (kg) | 8,396.98 | 11,497.67 |
| Phenol form. resins (kg) |
67.73 | 67.73 | Phenol form. resins (kg) | 26.8 | 43.75 |
| Total (excluding water) (kg) |
123,514.03 |
118,580.82 |
Total (excluding water) (kg) | 122,028.27 |
87,761.31 |
The flow of wood from the forest to products used in construction and co-products is provided in Figures 1 and 2.
Figure 1: Wood Flow Chart to Construct a House in Minneapolis
Figure 2: Wood Flow Chart for Construction of a Wood-Framed House in Atlanta
Energy consumption is analyzed for each stage of processing: extraction,
product manufacturing, and construction. Energy consumed in transportation
is an important subcategory included with manufacturing. Embodied
energy is reported in gigajoules. Embodied energy includes all energy,
direct and indirect, used to transform or transport raw materials
into products and buildings, including inherent energy contained
in raw or feedstock materials that are also used as common energy
sources. For example, natural gas used as a raw material in the
production of various plastic (polymer) resins is part of the embodied
energy of plywood. In addition, the model captures the indirect
energy use associated with processing, transporting, converting
and delivering fuel and energy.
Table 5 lists the energy consumed by source for each alternative
house design and stage of processing.
Table 5: Energy Consumption by Stage of Processing for Alternative House Designs for Minneapolis and Atlanta
|
Minneapolis
|
Atlanta
|
||||
|
Steel |
Wood |
|
Concrete |
Wood |
| Extraction |
|
||||
| Electricity (kWh)* |
2,035.83
|
1,053.48
|
Electricity (kWh)* |
793.39
|
581.96
|
| Natural gas (MJ) |
5,149.84
|
942.92
|
Natural gas (MJ) |
530.08
|
376.6
|
| Coal (MJ) |
4,168.80
|
1,823.47
|
Coal (MJ) |
2,160.83
|
1,864.76
|
| Diesel/HFO (MJ) |
18,262.31
|
19,026.94
|
Diesel/HFO (MJ) |
12,269.01
|
12,401.22
|
| Gasoline (MJ) |
482.97
|
1,047.41
|
Gasoline (MJ) |
433.86
|
601.65
|
| Bio fuels (MJ) |
0
|
0
|
Bio fuels (MJ) |
0
|
0
|
| Feed stock (MJ) |
0
|
0
|
Feed stock (MJ) |
0
|
0
|
| Total primary fuels (MJ) |
28,063.92 |
22,840.74 |
Total primary fuels (MJ) |
15,393.78 |
15,244.23 |
Manufacturing |
|
|
|
|
|
| Electricity (kWh)* |
8,919.56
|
6,549.90
|
Electricity (kWh)* |
5,081.14
|
2,882.22
|
| Natural gas (MJ) |
53,615.06
|
44,375.16
|
Natural gas (MJ) |
34,964.07
|
12,036.10
|
| Coal (MJ) |
179,118.78
|
61,749.73
|
Coal (MJ) |
56,411.11
|
36,828.93
|
| Diesel/HFO (MJ) |
24,524.07
|
33,294.70
|
Diesel/HFO (MJ) |
19,126.01
|
13,067.44
|
| Gasoline (MJ) |
233.24
|
1,079.40
|
Gasoline (MJ) |
499.04
|
658.69
|
| Bio fuels (MJ) |
5,358.33
|
5,361.48
|
Bio fuels (MJ) |
16,723.08
|
22,334.38
|
| Feed stock (MJ) |
6,756.70
|
6,781.46
|
Feed stock (MJ) |
4,531.93
|
3,878.49
|
| Total primary fuels (MJ) |
269,606.18 |
152,641.93 |
Total primary fuels (MJ) |
132,255.24 |
88,804.03 |
Manufacturing Transportation (Incl.in mfg) |
|
|
|
|
|
| Electricity (kWh)* |
0
|
0
|
Electricity (kWh)* |
0
|
0
|
| Natural gas (MJ) |
0
|
0
|
Natural gas (MJ) |
0
|
0
|
| Coal (MJ) |
0
|
0
|
Coal (MJ) |
0
|
0
|
| Diesel/HFO (MJ) |
4,375.45
|
14,750.40
|
Diesel/HFO (MJ) |
842.88
|
1,114.00
|
| Gasoline (MJ) |
0
|
0
|
Gasoline (MJ) |
0
|
0
|
| Bio fuels (MJ) |
0
|
0
|
Bio fuels (MJ) |
0
|
0
|
| Feed stock (MJ) |
0
|
0
|
Feed stock (MJ) |
0
|
0
|
| Total primary fuels (MJ) |
4,375.45 |
14,750.40 |
Total primary fuels (MJ) |
842.88 |
1,114.00 |
Construction |
|
|
|
|
|
| Electricity (kWh)* |
557.19
|
728.67
|
Electricity (kWh)* |
639.57
|
706.67
|
| Natural gas (MJ) |
230.68
|
301.67
|
Natural gas (MJ) |
20.15
|
22.27
|
| Coal (MJ) |
426.05
|
557.18
|
Coal (MJ) |
4,627.91
|
5,113.45
|
| Diesel/HFO (MJ) |
9,153.40
|
9,202.85
|
Diesel/HFO (MJ) |
9,556.68
|
6,077.58
|
| Gasoline (MJ) |
0
|
0
|
Gasoline (MJ) |
0
|
0
|
| Bio fuels (MJ) |
0
|
0
|
Bio fuels (MJ) |
0
|
0
|
| Feed stock (MJ) |
0
|
0
|
Feed stock (MJ) |
0
|
0
|
| Total primary fuels (MJ) |
9,810.13 |
10,061.70 |
Total primary fuels (MJ) |
14,204.74 |
11,213.30 |
|
|
|
|
|
|
TOTAL |
|
|
|
|
|
| Electricity (kWh)* |
11,512.58
|
8,332.05
|
Electricity (kWh)* |
6,514.10
|
4,170.85
|
| Natural gas (MJ) |
58,995.58
|
45,619.75
|
Natural gas (MJ) |
35,514.30
|
12,434.97
|
| Coal (MJ) |
183,713.63
|
64,130.38
|
Coal (MJ) |
63,199.85
|
43,807.14
|
| Diesel/HFO (MJ) |
51,939.78
|
61,524.49
|
Diesel/HFO (MJ) |
40,951.70
|
31,546.24
|
| Gasoline (MJ) |
716.21
|
2,126.81
|
Gasoline (MJ) |
932.9
|
1,260.34
|
| Bio fuels (MJ) |
5,358.33
|
5,361.48
|
Bio fuels (MJ) |
16,723.08
|
22,334.38
|
| Feed stock (MJ) |
6,756.70
|
6,781.46
|
Feed stock (MJ) |
4,531.93
|
3,878.49
|
| Total primary fuels (MJ) |
307,480.23 |
185,544.37 |
Total primary fuels (MJ) |
161,853.76 |
115,261.56 |
* Electricity (kWh) is produced primarily from the reported natural gas and coal (MJ)
The air emissions produced by each stage of processing are provided
in Table 6.
Table 6: Emissions to Air by Stage of Processing
for Alternative House Designs for Minneapolis and Atlanta
|
|
Minneapolis
|
|
Atlanta
|
||
|
|
Steel
|
Wood
|
|
Concrete
|
Wood
|
| Extraction |
|
|
|
|
|
|
Carbon dioxide (kg)
|
4,732.75
|
2,742.84
|
Carbon dioxide (kg)
|
2,055.28
|
1,805.36
|
|
CO2 biomass (g)
|
0.01
|
0.01
|
CO2 biomass (g)
|
32.23
|
52.6
|
|
Carbon monoxide (g)
|
10,415.68
|
13,924.87
|
Carbon monoxide (g)
|
8,163.37
|
8,515.30
|
|
Sulfur oxides (g)
|
20,575.63
|
8,706.46
|
Sulfur oxides (g)
|
7,530.18
|
5,700.24
|
|
Nitrogen oxides (g)
|
22,919.52
|
20,700.29
|
Nitrogen oxides (g)
|
16,522.45
|
16,600.77
|
|
Nitrous oxides (g)
|
0.01
|
0.01
|
Nitrous oxides (g)
|
1.09
|
1.77
|
|
Particulates and
fumes (g) |
9,384.58
|
7,831.66
|
Particulates and
fumes (g) |
9,365.57
|
7,605.51
|
|
Volatile organic
compounds (g) |
4,310.15 |
3,325.20 |
Volatile organic
compounds (g) |
2,070.05 |
1,873.76 |
|
Methane (g)
|
6,063.26
|
2,917.87
|
Methane (g)
|
2,337.32
|
1,768.74
|
|
Phenols (g)
|
2.21
|
10.7
|
Phenols (g)
|
4.97
|
6.54
|
|
Acid gases excl.
HCl & HFl (g) |
0
|
0
|
Acid gases excl.
HCl & HFl (g) |
0
|
0
|
|
Non methane
hydrocarbons (g) |
0.01
|
0.01
|
Non methane
hydrocarbons (g) |
463.62
|
756.76
|
|
Metals (g)
|
1.7
|
0.7
|
Metals (g)
|
0.62
|
0.41
|
|
Hydrogen chloride (g)
|
152.17
|
62.4
|
Hydrogen chloride (g)
|
54.97
|
36.03
|
|
Hydrogen fluoride (g)
|
41.95
|
17.21
|
Hydrogen fluoride (g)
|
15.16
|
9.94
|
|
Other (g)
|
0.01
|
0.01
|
Other (g)
|
0.01
|
0.01
|
|
Total (Excluding CO2)
(g)
|
73,866.89 |
57,497.40 |
Total (Excluding CO2)
(g)
|
46,561.61 |
42,928.38 |
Manufacturing |
|
|
|
|
|
|
Carbon dioxide (kg)
|
34,120.72
|
21,214.41
|
Carbon dioxide (kg)
|
17,568.15
|
9,316.37
|
|
CO2 biomass (g)
|
941,411.49
|
1,134,694.65
|
CO2 biomass (g)
|
2,216,212.99
|
3,121,862.09
|
|
Carbon monoxide (g)
|
187,884.22
|
54,694.49
|
Carbon monoxide (g)
|
43,877.21
|
36,305.17
|
|
Sulfur oxides (g)
|
116,980.60
|
68,959.98
|
Sulfur oxides (g)
|
43,501.40
|
20,114.44
|
|
Nitrogen oxides (g)
|
82,556.07
|
60,748.47
|
Nitrogen oxides (g)
|
51,832.85
|
29,403.56
|
|
Nitrous oxides (g)
|
0.13
|
0.59
|
Nitrous oxides (g)
|
0.03
|
0.04
|
|
Particulates and
fumes (g) |
43,205.84
|
32,776.99
|
Particulates and
fumes (g) |
33,267.73
|
22,414.90
|
|
Volatile organic
compounds (g) |
33,502.46
|
18,251.84
|
Volatile organic
compounds (g) |
7,504.29
|
5,050.79
|
|
Methane (g)
|
37,546.30
|
23,133.38
|
Methane (g)
|
16,882.12
|
8,279.93
|
|
Phenols (g)
|
140.47
|
144.68
|
Phenols (g)
|
85.82
|
130.38
|
|
Acid gases excl.
HCl & HFl (g) |
0
|
0
|
Acid gases excl.
HCl & HFl (g) |
0
|
0
|
|
Non methane
hydrocarbons (g) |
539.43
|
663.37
|
Non methane
hydrocarbons (g) |
367.17
|
558.53
|
|
Metals (g)
|
375.42
|
448.23
|
Metals (g)
|
872.19
|
1,224.69
|
|
Hydrogen chloride (g)
|
632.05
|
376.07
|
Hydrogen chloride (g)
|
334.57
|
133.82
|
|
Hydrogen fluoride (g)
|
174.21
|
103.52
|
Hydrogen fluoride (g)
|
92.21
|
36.85
|
|
Other (g)
|
3.61
|
4.57
|
Other (g)
|
8.42
|
11.86
|
|
Total (Excluding CO2)
(g)
|
1,444,952.30 |
1,395,000.83 |
Total (Excluding CO2)
(g)
|
2,414,839.00 |
3,245,527.05 |
Manufacturing Transportation (Incl. in mfg) |
|
|
|
|
|
|
Carbon dioxide (kg)
|
21.75
|
73.31
|
Carbon dioxide (kg)
|
4.19
|
5.54
|
|
CO2 biomass (g)
|
0
|
0
|
CO2 biomass (g)
|
0
|
0
|
|
Carbon monoxide (g)
|
5.26
|
17.71
|
Carbon monoxide (g)
|
1.02
|
1.34
|
|
Sulfur oxides (g)
|
37.2
|
125.38
|
Sulfur oxides (g)
|
7.17
|
9.47
|