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Characterizing Variability in Oil Sands Upgrading Greenhouse Gas Emissions Intensity Diana M. Pacheco, Joule A. Bergerson, Anton Alvarez-Majmutov, Jinwen Chen, and Heather L MacLean Energy Fuels, Just Accepted Manuscript • DOI: 10.1021/acs.energyfuels.9b01518 • Publication Date (Web): 20 Aug 2019 Downloaded from pubs.acs.org on August 28, 2019
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Characterizing Variability in Oil Sands
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Upgrading Greenhouse Gas Emissions
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Intensity
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Diana M. Pacheco,† Joule A. Bergerson,‡ Anton Alvarez-Majmutov,¶ Jinwen
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Chen,¶ and Heather L. MacLean*,†,§
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†
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Street, Toronto, Ontario, Canada M5S 1A4
8
‡
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Engineering Research and Education, Schulich School of Engineering University
Department of Civil & Mineral Engineering, University of Toronto, 35 St. George
Department of Chemical and Petroleum Engineering, Centre for Environmental
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of Calgary, 2500 University Drive NW, Calgary, Alberta, Canada T2N 1N4
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¶
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Canada T9G 1A8
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§
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Toronto, Toronto, Ontario, Canada M5S 1A4
Natural Resources Canada, CanmetENERGY, One Oil Patch Drive, Devon, AB,
Department of Chemical Engineering and Applied Chemistry, University of
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Abstract
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A better understanding of the greenhouse gas (GHG) emissions intensity of
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upgrading oil sands bitumen is needed to inform industry and government
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decisions related to climate change mitigation. We develop an enhanced version
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of the Oil Sands Technologies for Upgrading Model (OSTUM 2.0), a life cycle-
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based model that estimates energy use and GHG intensities of upgrading
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technologies at the process unit level. We apply OSTUM 2.0 to commercial
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upgrading technologies operating in Alberta, Canada, and propose baseline
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estimates and ranges of direct and indirect GHG intensities for delayed coking
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based- (DC), hydroconversion based- (HC), and combined hydroconversion and
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fluid coking based upgrading (HC/FC). We identify potential drivers of variability in
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upgrading GHG intensity. These include: the application of different upgrading
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technologies (up to 36% variation in baseline GHG intensities), variation in the
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properties of upgrading products (up to 91% variation in baseline GHG intensities,
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a factor not previously modeled in the literature), and changes in the energy
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efficiency of operations and use of by-products as fuels (up to 45% variation in
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baseline GHG intensities). OSTUM 2.0 improves upon life cycle-based literature
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by facilitating more detailed modeling, assessment, and comparison of the GHG
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intensity of commercial upgrading schemes, using consistent boundaries,
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assumptions, public data sources, and calculation methods. The systems-level
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modeling approach allows comprehensive characterization of upgrading GHG
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emissions and drivers of variability. Our findings suggest that modeling different
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technology configurations, product properties, and fuel mixes can increase the
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representativeness of upgrading GHG intensity estimates.
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Introduction
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Oil sands are a mixture of sand, water, clay, and bitumen, with 165 billion barrels
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of recoverable oil in 20161 in Alberta, Canada.2 Bitumen is a form of extra-heavy
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crude oil (API gravity below 10° and viscosity above 10,000 centipoise3) that is
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too viscous to flow without being diluted or upgraded.4 It contains a large fraction
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of complex high-molecular weight hydrocarbon molecules and more impurities
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than in conventional crude oil.5 Many refineries are not engineered to handle this
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heavy feedstock. Therefore, 43% of Canada’s total bitumen production in 2017
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was transformed into a lighter, sweeter, higher-value synthetic crude oil (SCO),
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before being shipped to the downstream sector.6 Upgrading is the process by
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which bitumen is transformed into SCO by fractionation and thermochemical
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treatment, improving the quality of the bitumen by increasing its hydrogen content
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and reducing its viscosity and impurities.7 The rest of the bitumen production was
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diluted, typically with natural gas condensate, and sold directly to market as a
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heavy sour blend.
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The Canadian upgrading industry primarily uses three technology schemes
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(delayed coking based upgrading (DC), hydroconversion based upgrading (HC),
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and combined hydroconversion and fluid coking based upgrading (HC/FC)) to
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produce light sweet and heavy sour SCO products. Coking is a thermal process
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whereby heavy fractions of bitumen are decomposed into lighter ones, producing
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coke as a by-product.7 Hydroconversion breaks up the heavy bitumen
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components through adding hydrogen in the presence of a catalyst and elevated
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pressures (7-15 MPa) and temperatures (>400 °C).7 A combination of these two
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technologies is also used in specific scenarios. Each upgrader produces one or
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more commercial SCO products, which have specific product properties, by
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blending different oil fractions. There are currently five bitumen upgrading
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operations in Alberta and one in Saskatchewan, producing a range of commercial
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SCO products that vary in response to market conditions (see Table S1 in
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Supporting Information, SI). Three of these (Suncor’s Base and Millennium,
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Syncrude’s Mildred Lake, and CNRL’s Horizon) are integrated operations located
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adjacent to the bitumen production plants. Shell’s Scotford, North West
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Redwater’s Sturgeon, and Husky’s Lloydminster are stand-alone upgraders that
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receive bitumen (and heavy oil in the case of Lloydminster) through pipeline from
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off-site production plants.
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The industry has faced multiple challenges in a global market experiencing an
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oversupply of oil and low oil prices. The industry’s upgrading capacity is not
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expected to rise proportionately with bitumen production growth7 due to the
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inherently challenging economics of upgrading (considerable capital and
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operation costs, and dependence on the price differential between the input -
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diluted bitumen- and the product SCO). However, it is projected that SCO
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production will increase by 20% in the period 2017–2027.6
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Upgrading is an energy and greenhouse gas (GHG)-intensive process that
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generated 23% of GHG emissions from oil sands operations and 2% of Canada’s
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total emissions in 2016.8 As fuel regulations9,10,11,12,13,14 are implemented in
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different jurisdictions to regulate the GHG emissions intensities of transportation
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fuels, industry and government continue to seek and invest in developing new
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technologies and strategies to reduce emissions associated with upgrading
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operations.15 An accurate quantification of the GHG intensities of current and
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emerging upgrading technologies on a life cycle basis, and the characterization of
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their variability and sources of emissions, are key analyses to assist with
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compliance with regulations, to form a baseline by which mitigation strategies can
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be assessed, and to identify where opportunities exist to reduce GHG emissions.
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In our previous work, Pacheco et al.,16 we reported the development of the Oil
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Sands Technologies for Upgrading Model (OSTUM), a life cycle-based model.
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We characterize OSTUM as life cycle-based because it estimates not just direct
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(on-site generated) but as well indirect (off-site generated) energy use and GHG
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emissions intensities associated with oil sands upgrading technologies producing
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SCOs. Essentially OSTUM estimates energy use and GHG emissions associated
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with the upstream activities related to fuel (e.g., natural gas) and electricity inputs
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to the upgrader. OSTUM could be straightforwardly incorporated into a full well-
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to-wheel (WTW) model, but OSTUM itself is focused solely on the upgrading
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stage and does not include upstream (oil sands production/extraction) or
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downstream (refining) activities involved in the life cycle of transportation fuel
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production from bitumen.
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OSTUM operates at the process unit level using public data. In Pacheco et al.,16
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the model was demonstrated by applying it to a DC-based upgrading facility
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producing a single light sweet SCO blend. OSTUM was developed after a
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knowledge gap was identified: studies and models17,18,19,20,21,22,23 reporting
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upgrading GHG intensities on a life cycle basis lacked detail to characterize
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different upgrading technologies and their sources of emissions, while chemical
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process modeling studies and models24,25,26 (mainly using Aspen HYSYS®)
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characterized upgrading emissions intensities but lacked a life cycle perspective.
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More recently, Lazzaroni et al.27 reported the energy requirements and CO2
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emissions of an integrated extraction and upgrading facility but lacked a life cycle
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approach.
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Other sources periodically publish energy use and GHG emissions data reported
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by commercial oil sands operators, but most of the upgrading data is aggregated
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with the bitumen recovery and extraction stages. The Alberta Energy Regulator
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(AER) publishes monthly submissions by operators of production, supplies,
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dispositions and inventory of oils sands products and energy inputs in its
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Statistical Report ST39.28 Environment and Climate Change Canada (ECCC)29
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publishes an inventory of GHG emissions data reported by Canadian facilities,
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including oil sands operators. However, the integration of the data from different
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production stages limits specific insights about upgrading.
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There are few studies30,31,32,33,34 that examine the variability in life cycle GHG
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intensities of oil sands operations published by literature models and studies, but
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none analyze the variability of the upgrading stage in detail. Englander et al.35
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examined historical trends in GHG intensities of oil sands extraction, upgrading,
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and refining utilizing AER (ST39)28 data, providing insights on the trend in
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emissions intensities reduction of the industry over time. However, given the
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aggregation of the AER data, the analysis was not focused on upgrading. Sleep
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et al.36 characterized the historical variability of GHG emissions associated with
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mining and upgrading operations using data from AER and other sources. The
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study used historical project-specific data in which the mining and upgrading
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stages are integrated, and therefore the analysis and insights were not specific to
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the upgrading stage. A better understanding of the variability in upgrading energy
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use and GHG intensities and its sources is relevant for the oil sands industry to
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help meet its GHG emissions targets and caps (e.g.,37,38,39); for policy makers
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developing emissions legislation, and for technology developers and researchers
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working on quantification and/or reduction of emissions.
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The objective of this paper is to improve our understanding of upgrading energy
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use and GHG intensity, characterize the variability of upgrading GHG intensity,
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and elucidate potential drivers of this variability. In this paper we document
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enhancements to OSTUM since Pacheco et al.,16 including improvements to the
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DC module, the development of HC and HC/FC modules, and the development of
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the capacity to evaluate the GHG intensity of SCO products in accordance with
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their levels of processing and product quality properties. We propose baseline
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estimates and ranges of direct and indirect GHG intensities for the three
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upgrading technologies studied. Additionally, we explore potential drivers of
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variability in upgrading GHG intensity by analyzing the impact of the use of
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different upgrading configurations/technologies on upgrading GHG intensity; the
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impact of co-producing SCO blends with contrasting properties through a single
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technology; and the impact of changes in the energy inputs of the upgrader.
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Finally, we evaluate OSTUM’s GHG emissions intensity and energy use
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estimates through comparison with those reported in literature.
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Methods
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OSTUM. OSTUM is a model built in spreadsheet-based software (i.e., Excel) that
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employs a process-based life cycle approach to estimate the direct and indirect
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energy use and GHG emissions intensities of oil sands upgrading technologies
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currently utilized in Alberta. The model is originally documented in Pacheco et
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al.16 OSTUM’s flexibility allows a user to customize a wide variety of upgrading
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scenarios with different upgrading technologies, diluted bitumen (dilbit)
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feedstocks, process units’ operating conditions (e.g., temperature, pressure),
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different fuel mixes and electricity generation technologies. For each upgrading
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technology, OSTUM models all the energy-intensive process units, on-site utility
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plants (steam generation in boilers, cogeneration of electricity and steam, and
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hydrogen production in a steam methane reformer, SMR), and the import of
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electricity from the grid (if cogeneration is not employed). OSTUM’s input
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parameters are informed by public data from literature on upgrading and refining
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of bitumen and heavy oils (mainly from
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estimates yields of intermediate and final products, energy consumed by each
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process unit and utility plant, and corresponding GHG emissions (emissions per
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unit of time) and GHG emissions intensities (emissions per unit of feed or
26,28,40,41,42,43,44,45,46,47,48
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product). Model outputs are direct and indirect GHG intensities, broken down by
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type of energy input (natural gas, fuel gas, coke, and off-site electricity), by the
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uses of the energy inputs (generation of heat, steam, hydrogen, cogenerated
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electricity and steam), and by process unit. The GHGs accounted for are carbon
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dioxide (CO2), methane (CH4), and nitrous oxide (N2O), which are aggregated
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into carbon dioxide equivalent (CO2e) using 100-year49 global warming potentials.
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The bitumen upgrading process modeled in OSTUM is described on SI, and
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Scheme S1 presents a simplified process flow diagram of the process and
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OSTUM’s structure. For more information on OSTUM see Pacheco et al.16
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OSTUM Enhancements. The major enhancements to OSTUM are the
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improvement of the DC module to model the simultaneous production of light
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sweet and medium to heavy sour SCO blends (the original OSTUM could only
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simulate the production of a single light sweet SCO blend), the addition of a HC
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module with multi-product modeling capabilities and a HC/FC module producing a
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single light sweet SCO blend (as is the case in commercial operations), and the
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addition of the capacity to estimate the properties of intermediate and final
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products based on their levels of processing. OSTUM 2.0 is the result of these
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improvements, and to our knowledge these novel attributes aren’t included in
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other life cycle-based models that include upgrading. Detailed descriptions of the
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upgrading technologies simulated in OSTUM 2.0 (DC, HC, HC/FC) are in SI.
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Table S2 in SI summarizes data and modelling techniques employed in OSTUM
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2.0 to estimate the product yields, energy use, GHG intensities, and product
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properties of each process unit simulated in the three upgrading technologies.
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Enhancement of the DC Module. The largest commercial DC operation (owned
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by Suncor) produces light sweet SCO blends, ultra-low sulfur diesel (ULSD), and
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medium to heavy sour SCOs. Market conditions and demand impact the
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upgrader’s product slate. Therefore, OSTUM 2.0’s DC module (see Scheme S2 in
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SI) has been modified from that presented in Pacheco et al.16 and is the first
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simulation of a commercial multi-product DC operation based entirely on public
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data. We aim to investigate the impact on upgrading GHG intensity of
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simultaneously producing a light sweet SCO blend, ULSD, and three medium to
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heavy sour SCO blends. Scheme S2 shows the intermediate crude fractions and
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final product streams that are blended into each SCO blend modeled. A
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description of OSTUM 2.0’s flexibility in modeling the yields of SCO blends and
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their quality properties in the DC multi-product upgrading scheme is presented in
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SI.
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The estimation of the energy use (utilities: natural gas, steam, electricity use) of
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DC’s process units is reported in Pacheco et al.16 and summarized in Table S2 in
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SI. OSTUM 2.0 makes use of the co-product treatment method of allocation from
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life cycle assessment (LCA) to partition the energy consumed by the upgrader
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among the various SCO blends at the process unit level. Three different
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allocation methods are available in OSTUM: mass-based, energy-based, and
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hydrogen content-based (see SI for details). The estimation of GHG intensities
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using the energy allocated to each DC product is reported in Pacheco et al.16 and
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summarized in Table S2 in SI.
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Structure of the HC and HC/FC Modules. The structure of OSTUM 2.0’s HC
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module (Scheme S3 in SI) reflects the operation of Shell’s Scotford upgrader.
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OSTUM 2.0 models the simultaneous production of three SCO blends from HC:
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two light sweet SCO blends and one heavy sour SCO blend (a capability not
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previously developed in the life cycle literature, which has only modeled single-
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product HC facilities). Scheme S3 shows the intermediate crude fractions and
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final product streams blended into each SCO product. A description of OSTUM
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2.0’s modeling approach of SCO blend yields and composition for the HC multi-
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product upgrading scheme is also presented in SI.
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OSTUM 2.0’s HC/FC module (see Scheme S4 in SI) reflects the operation of the
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largest commercial upgrading facility, which is operated by Syncrude Canada.
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The facility (and OSTUM 2.0’s HC/FC module) uses a combination of upgrading
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technologies in its conversion stage and produces only one light sweet SCO
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blend. This blend is a mixture of hydrotreated naphtha, hydrotreated light gas oil
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(LGO), and hydrotreated heavy gas oil (HGO).50 Therefore, all intermediate virgin
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and cracked distillates in the HC/FC module are hydrotreated and blended into a
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single SCO product.
241 242
OSTUM 2.0’s exclusive use of public information and data from literature may
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result in our estimates of product yields, properties, and GHG intensities to differ
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from real world data (see Results and Discussion for a discussion of these
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differences).
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Estimation of Product Yields in the HC and HC/FC Modules. In both modules,
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the estimation of the product yields from the first upgrading stage (diluent
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recovery and vacuum distillation) and the third upgrading stage (secondary
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upgrading or hydroprocessing) are reported in Pacheco et al.16 and summarized
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in Table S2. Product yields from the second upgrading stage (conversion or
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primary upgrading) are approximated using a kinetic model by Sanchez et al.51 for
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the ebullated-bed hydroconverter, which is common to HC and HC/FC. To
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increase
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hydroconverter’s unconverted residuum to extinction in the HC module. In the
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HC/FC module, unconverted residuum from the ebullated-bed hydroconverter is
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fed to the fluid coker reactor by default. Empirical correlations reported by Fahim
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et al.52 based on data compiled by Maples44 are used to approximate the product
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yields of the fluid coker reactor.
conversion,
OSTUM
2.0
allows
the
option
of
recycling
the
260 261
Estimation of Energy Use and GHG Intensities in the HC and HC/FC
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Modules. The requirements of fuel (natural gas, fuel gas and/or coke), electricity,
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and steam of each process unit and utility plant are calculated as described in
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Pacheco et al.16 and as summarized in Table S2 in SI. The hydrogen
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requirements of the ebullated-bed hydroconverter are approximated using an
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empirical correlation developed by Danial-Fortain et al.53 and a hydrogen mass
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balance. The approximation of the hydrogen requirements of the hydrotreaters
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has been previously reported in Pacheco et al.16 In the HC module, the energy
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consumed by the process units is allocated among the three SCO blends
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following the allocation procedure previously described in SI for the DC module.
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In the HC/FC module, no allocation procedure is necessary because only one
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SCO blend is produced. GHG intensities in both modules are estimated as
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reported in Pacheco et al.16 and summarized in Table S2.
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Estimation of Product Properties in All Modules. To estimate the properties of
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intermediate crude fractions and final product streams, OSTUM 2.0 utilizes
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different methods at each upgrading stage. The first upgrading stage, diluent
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recovery and vacuum distillation, is common to the three upgrading technologies.
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The properties of the crude fractions resulting from this first stage are
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approximated using assay data published by Crudemonitor50 and hydrogen
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content correlations by Goossens54 and Choudhary et al.55 The second upgrading
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stage (conversion) varies among the different technologies. The main product
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properties from DC’s conversion stage (the delayed coker unit’s products) are
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estimated using guidelines by Gary et al.,43 and correlations of Maples44 reported
284
by
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hydroconverter’s products), the main properties are estimated applying a kinetic
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model from Yui and Sanford.57 The HC/FC’s fluid coker products’ properties are
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approximated using correlations reported by Fahim et al.52 based on data
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compiled by Maples.44 The third upgrading stage (hydrotreating) is also common
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to all technologies. The main properties of the hydrotreated product streams are
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approximated by applying kinetic models by Yui,58 Yui and Sanford,59,57 and
291
correlations by Yui.60 Once the properties of the product streams are
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approximated, the properties of the SCO blends can be tuned by adjusting the
Ancheyta.56
For
HC’s
conversion
stage
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volumetric fractions of the blends’ components. A more detailed description of the
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literature used to model the main properties of the intermediate and final product
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streams is in SI.
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Blending of Crude Fractions. The volumetric shrinkage expected with the
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blending of different crude fractions is calculated using a shrinkage equation
298
developed by the API.61 The methods and the calculation of a blend’s specific
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gravity and API are in SI. The mass additive properties of a blend (e.g., sulfur,
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nitrogen, hydrogen and aromatics contents) are approximated by applying a
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linear mixing rule in which the value of each component’s property is multiplied by
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a weighting factor (e.g., mass fraction) of that component in the mixture.62
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Scenario Analyses. Scenario analyses are developed to obtain ranges of
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upgrading GHG intensities for each of the upgrading technologies in OSTUM 2.0.
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Base, low, and high GHG emissions scenarios are developed for each
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technology, informed by public literature on theoretical and actual oil sands
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upgrading operations.
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Base GHG Emissions Scenarios. The dilbit feedstock in all base GHG
309
emissions scenarios (“base scenarios” hereinafter) is Borealis Heavy Blend
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(BHB), selected from a set of publicly available dilbit assays50 for the similarity of
311
the properties of its crude fractions to those of public Athabasca bitumen
312
assays.63 The energy inputs to all base scenarios comprise off-site produced
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natural gas, fractions of the on-site production of fuel gas and coke (in the case of
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DC and HC/FC) to produce heat, steam, hydrogen, and electricity cogenerated
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on-site (complemented with grid electricity in the cases of HC and HC/FC). AER
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data28 are used to guide the values of the input parameters indicating the
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upgrader’s capacity, fraction of electricity supply cogenerated, and fractions of
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fuel gas and coke production used as fuel. The medians of the data reported to
319
AER by oil sands operators after their latest known modification to their upgrading
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operations to the end of 2016 are used to inform the base scenarios (median of
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Suncor’s data for the period 2008-2016 informed the DC base scenario, Shell’s
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data for 2011-2016 informed the HC base scenario, and Syncrude’s data for
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2007-2016 informed the HC/FC base scenario). Fuel gas and coke not used are
324
assumed to be sold and stockpiled, respectively. The arithmetic average of a
325
range of literature values (mainly from
326
most of the process units’ energy use factors (energy requirements per unit of
327
feedstock to the process unit). A single literature source is only used where its
328
value is more consistent with the scenario assumptions than using the average.
329
The lower heating value (LHV) of all fuels is used. Energy use is allocated only to
330
product streams (e.g., hydrotreated products, virgin/cracked distillates) as by-
331
products (fuel gas, coke, sulfur) are assumed to be waste streams and no energy
332
is allocated to them. Full specifications of each base scenario and references are
333
in Tables S3 to S5 of SI.
334
To identify potential drivers of variability in upgrading GHG intensity, we analyze
335
the effect of upgrader technology and configuration, and of product quality
336
properties on upgrading emissions. In the former, we model and evaluate the
337
GHG emissions that each type of upgrading technology produces per unit of total
42,43,44,45,46,47,48,64
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Page 16 of 49
338
product produced (regardless of quality) under base scenario conditions. In the
339
latter, we model and assess the GHGs allocated to each SCO blend (produced
340
by a single technology) in proportion to its processing and improvement in quality,
341
under base scenario assumptions. We focus our analysis on the technologies that
342
simultaneously produce SCO blends with contrasting properties, DC and HC.
343
These technologies produce light sweet SCO blends alongside medium to heavy
344
sour SCO products. In DC’s base scenario, a light sweet SCO blend is modeled
345
with properties similar to the historical 5-year average reported by Crudemonitor50
346
for Suncor Synthetic A blend (OSA50). ULSD with properties similar to those
347
reported by Suncor65 is also modeled. The heavy sour SCO blends in DC’s base
348
scenario are modeled after Suncor Synthetic H blend (OSH50) and Suncor
349
Custom Cracked blend (OCC40). The historical 5-year average of product
350
properties data published by Crudemonitor50 is used to guide the properties of the
351
blend similar to OSH. Typical properties of OCC proposed by Gray40 inform the
352
modeling of this blend in OSTUM 2.0. A medium sour SCO blend is also
353
modeled, composed of all remaining DC product streams. It is known that Suncor
354
produces additional SCO products, but no public information was found on their
355
quality properties. Table S6 in SI presents the product quality properties proposed
356
in the literature for each DC-derived SCO product that were used to inform their
357
modeling in DC’s base scenario.
358
In HC’s base scenario, two light sweet SCO blends are modeled with properties
359
similar to the historical 5-year average values reported by Crudemonitor50 for
360
Shell’s Premium Albian Synthetic blend (PAS) and Shell Synthetic Light (SSX).
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361
The properties of HC’s heavy sour SCO blend are informed by the historical 5-
362
year average reported for Shell’s Albian Heavy Synthetic (AHS50). Table S6
363
presents Crudemonitor’s 5-year averages used to inform the modeling of HC’s
364
SCO blends. Since no public information was found about the Scotford
365
Upgrader’s product distribution by SCO blend, two HC base scenarios are
366
developed, each with different yields of the three SCO blends. In the first base
367
scenario (HC base scenario 1), the HC upgrader produces equal amounts of
368
each SCO blend (i.e., each SCO blend’s volumetric yield is close to ⅓). In the
369
second HC base scenario (HC base scenario 2), ½ of the upgrader’s SCO
370
production is comprised of one of the light sweet SCO blends, ¼ is another light
371
sweet SCO blend, and the remaining ¼ of the production is heavy sour SCO.
372
Low and High GHG Emissions Scenarios. Low and high GHG emissions
373
scenarios (“low scenarios” and “high scenarios” hereinafter) are developed for
374
each upgrading technology, representing “more efficient” and “less efficient”
375
operations, respectively. OSTUM 2.0’s input parameters varied in the low and
376
high scenarios are those associated with the energy requirements of the upgrader
377
(e.g., amount of by-products fuel gas and coke used as fuels, energy use factors).
378
It is assumed that there are no variations in the process itself, so that product
379
yields, product quality, hydrogen consumption, etc., remain unchanged.
380
Upgrading process units are designed to achieve target product yields that do not
381
vary significantly under normal operating conditions. The development of low and
382
high scenarios realistically varying the base scenarios’ product property (and
383
hydrogen consumption) assumptions is not feasible as at this time there is not
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Page 18 of 49
384
enough public data on the SCO products modeled. Therefore, the low and high
385
scenarios represent uncertainty of the baseline GHG intensity estimates only
386
related to the energy requirements and do not encompass other sources of
387
uncertainty as these cannot be realistically simulated at this time. A detailed
388
description of the low and high scenarios is in SI, including specifications in
389
Tables S7 to S9.
390
Sensitivity Analysis. Sensitivity analysis is used to explore the impact on
391
upgrading GHG intensity of changes in the efficiency of upgrading operations and
392
in the use of upgrading by-products fuel gas and coke as fuels. The sensitivity
393
analysis is performed by running OSTUM 2.0’s base scenarios for each
394
technology while varying total fuel, steam, and electricity requirements and the
395
total consumption of fuel gas and coke, one at a time. The variations are
396
performed in cumulative incremental steps of ± 20% of the base scenario values
397
until the minimum/maximum bounds of input parameter values suggested by the
398
literature are met. Therefore, the ranges of the input parameters are informed by
399
the ranges of energy requirements found in the literature for each upgrading
400
process unit. See Tables S10 to S12 of SI for additional details.
401
Comparison of OSTUM 2.0’s GHG Intensities with Literature. GHG emissions
402
data from commercial oil sands recovery, extraction and upgrading operations
403
published by ECCC29 are not directly comparable with OSTUM 2.0’s upgrading
404
GHG intensity estimates for validation purposes due to the aggregation of the
405
ECCC data. Facility-wise GHG emissions data from Shell’s Scotford stand-alone
406
upgrader29 is not representative of the HC upgrading technology because the
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Energy & Fuels
407
upgrading operations of this facility are highly integrated with the adjacent
408
refinery, petrochemical, and CO2 sequestration operations. Therefore, steps are
409
taken to evaluate OSTUM 2.0’s GHG intensity results through comparisons with
410
estimates reported by relevant literature models and studies of the upgrading
411
technologies. The GHG intensities of DC, HC, and HC/FC (per unit of total
412
product produced, regardless of quality) are compared with results from
413
GHOST,21,66
414
CanmetENERGY,26,25 and FUNNEL-GHG-OS.22 These models and studies are
415
selected because they report estimates of GHG intensity specifying an upgrading
416
technology, unlike other sources that do not specify the technology.
417
With the exception of ULSD produced through DC, which is a finished
418
transportation fuel, all of the SCOs modeled are crude oil blends. As such,
419
ULSD’s base scenario GHG intensity estimated by OSTUM 2.0 is compared with
420
the GHG intensity estimated for ULSD (from oil sands dilbit) produced in deep-
421
conversion refineries (a coking refinery and a hydrocracking refinery) by the
422
PRELIM v1.2.1 model.67,68 PRELIM v1.2.1 is an open-source, life cycle-based
423
refinery model developed by our research group. Its original version is
424
documented in Abella et al.67 and enhanced versions are available online.68 For
425
the comparison of ULSD production pathways, OSTUM 2.0’s base scenario GHG
426
intensity assumes BHB as the dilbit feedstock and the inputs and assumptions as
427
described in Table S3. PRELIM v1.2.1’s baseline GHG intensities use BHB as
428
feedstock and the default values proposed by the model for all inputs and
429
assumptions. Because upgraders and refineries are similar in some processes
OSOM,24
two
studies
by
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Jacobs
Consultancy,19,20
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Page 20 of 49
430
but different in others, OSTUM 2.0 and PRELIM v1.2.1’s input parameters are
431
different. Therefore, the assumptions and conditions of the low and high
432
scenarios developed in this study for an upgrading facility do not directly apply to
433
PRELIM v1.2.1’s refinery configurations. A reasonable source of variation
434
common to both production pathways is the type of dilbit feedstock processed.
435
Therefore, ranges of GHG intensities for each ULSD production pathway are
436
determined by running the respective base scenarios in OSTUM 2.0 and PRELIM
437
v1.2.1 with crude assays of Cold Lake, Western Canadian Select, and Christina
438
Dilbit Blend dilbits. These crude assays, published by Crudemonitor,50 are
439
included in both models’ feedstock databases. This comparison provides
440
preliminary insights on the magnitude of the difference in GHG intensities
441
between the two production pathways for ULSD.
442
Comparison of OSTUM 2.0’s Energy Use with Industry Data. Although AER
443
data is used to inform the values of some input parameters in OSTUM 2.0’s
444
scenarios to increase their representativeness (i.e., volume of bitumen upgraded,
445
fractions of fuel gas and coke production used as fuels, and of cogenerated
446
electricity used), a comparison of OSTUM 2.0’s energy use estimates for each
447
upgrading technology with historical AER data is still informative to evaluate
448
OSTUM 2.0’s performance. OSTUM 2.0’s energy use estimation methods are
449
entirely independent of AER’s energy use databases. AER’s ST39 database is
450
the only source of publicly available oil sands facility data that is detailed enough
451
to be constructively compared with OSTUM 2.0’s energy use estimates for
452
evaluation purposes, as several of the energy inputs to the recovery, extraction,
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453
and upgrading operations that are collectively reported by AER are known to be
454
exclusively used in the upgrading stage. In addition, AER’s data present
455
significant intra- and inter-project variability over time that might be better
456
understood when compared with OSTUM 2.0’s results from scenario and
457
sensitivity analyses.
458
OSTUM 2.0’s results are compared with data reported by companies operating
459
the largest capacity of each upgrading technology. OSTUM’s DC scenario results
460
are compared with Suncor’s full dataset available (1983-2016) and that from the
461
period after its last known improvement/expansion of upgrading operations (2008-
462
16). OSTUM’s HC results are compared with Shell’s full dataset (2003-16), and
463
with those of recent operations (2011-16), and HC/FC results are compared with
464
Syncrude’s full dataset (1983-2016) and recent operations (2007-16). Several
465
years of AER’s historical energy use data are not available and a procedure
466
described in SI is followed to fill in gaps. Box plots are developed to visualize the
467
variability in the AER data and facilitate comparison with OSTUM 2.0’s results.
468
Results and Discussion
469
Base Scenario Results. Estimates of product yields, product properties, and
470
direct and indirect GHG intensities for DC, HC, and HC/FC base scenarios
471
obtained from OSTUM 2.0 are shown in Table 1. More detailed results of the
472
base scenarios (e.g., volumetric yield of products, energy use) are presented in
473
Table S13 of SI. The upgrading technology with the highest SCO yield is HC (93
474
wt%, 107 vol%), followed by HC/FC (87 wt%, 103 vol%) and DC (77 wt%, 89
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Page 22 of 49
475
vol%). HC’s hydroconverter vacuum residue conversion (80 wt%) is similar to
476
Shell Scotford’s LC-Finers and is the highest of the three upgrading
477
configurations. In HC, all unconverted residuum from the hydroconverter is
478
blended into a heavy sour SCO blend. HC/FC’s hydroconverter conversion is
479
lower (60 wt%) and similar to Syncrude’s LC-Finer. Although all unconverted
480
residuum in HC/FC is further processed in the fluid coker, a fraction of it ends up
481
stockpiled as by-product coke. DC’s SCO yield is the lowest and most impacted
482
by the generation of coke (i.e., 3.5 more kilograms of coke per cubic meter (m3) of
483
SCO produced than in the case of HC/FC).
484
All light sweet SCO blends modeled by OSTUM 2.0 share similar product
485
properties (e.g., API: 31-33°API, sulfur content: 0.1-0.2 wt%) and are consistent
486
with the ranges of properties reported by Crudemonitor50 for Alberta’s light sweet
487
SCO blends (see Table S6). ULSD is a finished fuel product and therefore its
488
properties are considerably different than the rest of the light sweet SCO blends
489
modeled. The properties of the heavy sour SCO blends fall within a range of 19-
490
21 °API and 2-3 wt% sulfur content, in accordance with the properties of the
491
partially upgraded SCOs reported by Crudemonitor50 (Suncor’s OSH and Shell’s
492
AHS) and by Gray40 (Suncor’s OCC). As it is the case in commercial upgrading
493
operations, DC’s medium sour SCO is a blend of all remaining product streams
494
not in other SCO products. No public product quality information was found to
495
validate the properties of this SCO blend.
496
The most energy-intensive technology is HC/FC (171 kJ/MJ SCO), followed by
497
HC (160 kJ/MJ SCO) and DC (112 kJ/MJ SCO). HC/FC’s use of two conversion
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Energy & Fuels
498
units (hydroconverter and fluid coker) demands 15% more energy per m3 of SCO
499
produced in the primary upgrading or conversion stage than in the HC
500
technology. The fluid coker also increases the steam demand of the upgrader, so
501
that HC/FC’s boilers demand 2.4 times more energy per m3 of SCO produced
502
than the boilers in HC.
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Energy & Fuels Page 24 of 49 503 Table 1. Product yields, product properties, and direct and indirect GHG intensities for delayed coking based- (DC), hydroconversion based504 (HC), and combined hydroconversion and fluid coking based upgrading (HC/FC) – OSTUM 2.0. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
Product Yields (based on ATB feed to VDU) Gases (C1-C4 + H2S + NH3) Light sweet SCO Medium/heavy sour SCO Total SCO Coke HCU residuum (not blended) Total products SCO/bitumen mass ratio Product Properties API gravity (°API) 3 Density (kg/m ) Sulfur content (wt%) Nitrogen content (wt%) H/C ratio GHG Intensities (g CO2e/MJ product) Emissions NG used in upgrading by type of processes + utilities fuel FG used in upgrading processes + utilities Coke used in upgrading processes + utilities Electricity from grid Fugitives/venting/flaring Emissions DRU by process VDU unit DCU HCU FCU N HT LGO HT HGO HT AT/AR SRU SMR Boilers Cogeneration Fugitives/venting/flaring Total
LSB ULSD HSB1 32.6 36.6 19.3 861.3 840.9 937.4 0.18 0.0014 3.15 0.07 0.0005 0.16 1.65 1.69 1.53 LSB ULSD HSB1 HSB2
DC wt% 6.1 LSB 26.9 ULSD 14.1 HSB 1 12.4 HSB 2 15.0 MSB 8.5 76.9 17.5 NA 100.5 0.8 HSB2 MSB 20.8 24.0 928.0 909.1 3.19 3.10 0.24 0.23 1.54 1.56 MSB Total SCO
HC wt% 8.1 30.2 30.4 32.8
HC/FC wt% 8.4 LSB 87.1
LSB2 31.4 868.0 0.06 0.04 1.81 HSB
93.5 NA 0.0 101.5 0.9 HSB 19.1 938.6 2.28 0.21 1.63 Total SCO
87.1 5.7 0.0 101.2 0.9 LSB 32.3 863.2 0.18 0.06 1.67 Total SCO
LSB1 LSB2 HSB
LSB1 32.0 864.6 0.08 0.05 1.81 LSB1 LSB2
4.8
4.9
1.5
1.9
2.0
3.4
9.4
9.4
5.1
7.9
7.7
3.3
3.3
1.0
1.4
1.5
2.4
3.0
3.0
1.1
2.4
2.6
2.5
2.9
1.3
2.2
2.3
2.3
NA
NA
NA
NA
0.9
0.0 0.3 1.5 1.0 0.8 NA NA 0.1 0.3 1.2 0.0 0.01 2.7 2.6 0.4 0.3 11.0
0.0 0.4 1.7 1.1 0.9 NA NA 0.0 1.5 0.0 0.0 0.01 2.5 3.0 0.5 0.4 11.5
0.0 0.3 0.7 0.5 0.4 NA NA 0.1 0.04 0.01 0.0 0.01 0.4 1.3 0.2 0.3 4.1
0.0 0.4 1.3 0.8 0.7 NA NA 0.0 0.0 0.0 0.0 0.01 0.0 2.2 0.4 0.4 5.9
0.0 0.4 1.4 0.9 0.8 NA NA 0.0 0.0 0.0 0.0 0.01 0.0 2.3 0.5 0.4 6.2
0.0 0.4 1.3 0.9 0.8 NA NA 0.1 0.4 0.4 0.0 0.01 1.5 2.3 0.4 0.4 8.5
0.5 0.1 1.4 0.9 NA 0.7 NA 0.2 0.4 1.4 0.004 0.03 5.0 0.8 2.1 0.1 13.0
0.5 0.1 1.4 0.9 NA 0.7 NA 0.1 0.7 1.2 0.004 0.03 5.0 0.8 2.1 0.1 13.1
0.1 0.1 0.8 0.5 NA 0.5 NA 0.1 0.2 0.05 0.001 0.01 2.4 0.4 1.4 0.1 6.5
0.4 0.1 1.2 0.7 NA 0.6 NA 0.1 0.4 0.9 0.003 0.02 4.1 0.7 1.9 0.1 10.8
0.8 0.2 1.3 0.6 NA 0.6 1.3 0.2 0.6 1.1 0.01 0.04 3.7 1.6 1.2 0.2 12.2
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Energy & Fuels 505 DC: delayed coking based upgrading; HC: hydroconversion based upgrading; HC/FC: combined hydroconversion and fluid coking based 506 upgrading; ATB: atmospheric topped bitumen; VDU: vacuum distillation unit; C1-C4: methane, ethane, propane and butane gases; H2S: 507 hydrogen sulphide; NH3: ammonia; SCO: synthetic crude oil; LSB: light sweet SCO blend; ULSD: ultra-low sulfur diesel; HSB: heavy sour SCO 508 blend; MSB: medium sour SCO blend; HCU: hydroconverter unit; vol.: volumetric; H/C: hydrogen to carbon ratio; FG: fuel gas; NA: not 509 applicable; GHG: greenhouse gas; NG: natural gas; DRU: diluent recovery unit; DCU: delayed coker unit; FCU: fluid coker unit; N HT: naphtha 510 hydrotreater unit; LGO HT: light gas oil hydrotreater unit; HGO HT: heavy gas oil hydrotreater unit; AT/AR: amine treatment/regeneration units; 511 SRU: sulfur recovery unit; SMR: steam methane reformer.
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Page 26 of 49
512
The ranking of GHG intensity of the technologies follows the same ranking as
513
energy intensity: HC/FC, HC, and DC (12.2, 10.8 and 8.5 g CO2e/MJ of SCO,
514
respectively) (Figure 1). This also aligns with the general finding that more
515
extensive processing (and thus the consumption of more energy) results in a
516
higher quality product. However, these relationships are not linear or easily
517
predicted using simple operating data.
518
product yield (and associated economics) and GHG intensity but exploration of
519
this aspect is beyond the scope of this paper and will be the subject of future
520
work.
521
The main factor influencing HC/FC’s higher emissions intensity with respect to
522
HC is the combustion of carbon-intensive coke as fuel in the fluid coker. In HC/FC
523
and HC, the main point source of emissions is the steam methane reformer
524
(SMR; HC/FC: 30% of total emissions, HC: 38%), which produces the hydrogen
525
demanded by both technologies. In the base scenarios, HC/FC consumes 15%
526
less hydrogen than HC per m3 of SCO produced because its hydroconverter has
527
a lower residue conversion (60 wt%) than HC’s (80 wt%), and because HC/FC
528
consumes less hydrogen in the hydrotreating stage (its light sweet SCO blend
529
has, in general, higher sulfur and nitrogen contents than HC’s lights sweet
530
blends). HC/FC’s lower hydrogen consumption and the burning of coke as fuel
531
result in its total emissions from heat production in all process units (except in
532
utilities –boilers, SMR, and cogeneration) being a larger share (40%) of total
533
emissions than those associated with hydrogen production (30%). Steam
534
production in HC/FC accounts for 13% of total emissions. In terms of energy
There are also relationships between
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Page 27 of 49
535
inputs, natural gas use generates 63% of total emissions. The scenario results
536
are discussed in the Low and High Scenario Results section.
20 18 16 GHG Emissions Intensity g CO2e/MJ of SCO
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Energy & Fuels
14.8
14.3
14 12
11.2
10
9.7 8.6
8 6.3
6 4
11
12
8
2 0 DC
537 538 539 540 541 542 543 544 545 546 547
HC
HC/FC
Figure 1. Upgrading GHG intensities reported by OSTUM 2.0 for delayed coking based-, hydroconversion based- and combined hydroconversion and fluid coking based upgrading technologies. Notes: bars represent base scenarios’ GHG intensity results; high-low lines represent high and low scenarios’ GHG intensities results. Abbreviations: DC: delayed coking based upgrading; HC: hydroconversion based upgrading; HC/FC: combined hydroconversion and fluid coking based upgrading; SCO: synthetic crude oil.
548
Two HC base scenarios were developed with different yields of SCO blends. The
549
GHG intensities calculated by OSTUM 2.0 for both HC’s base scenarios (both the
550
emissions generated for the total SCO produced and those allocated to each of
551
the three SCO blends) are similar (average 4% difference). Therefore, only the
552
results of the HC base scenario 1 (where the HC upgrader produces equal
553
amounts of each SCO blend; i.e., volumetric yield of each SCO blend is close to
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Page 28 of 49
554
⅓) are shown. Results for the HC base scenario 2, where the HC upgrader
555
produces more of a particular light sweet SCO blend than of the other two SCO
556
blends, are in Table S14 and Figure S1 of SI. In HC, emissions from hydrogen
557
production (38% of total emissions) are greater than all emissions from heat
558
production in all process units (34% of total emissions; not accounting for heat
559
production in utilities). Cogeneration’s emissions account for another 18% of HC’s
560
total emissions. Natural gas is the most common fuel used, generating 73% of
561
total emissions.
562
HC/FC and HC consume hydrogen in their conversion units and in the
563
hydrotreating stage of most of their SCO products while DC only consumes
564
hydrogen in the hydrotreating stage of its light sweet SCO blends (which account
565
for 41 wt% of total yield in the base scenario). The implications of this
566
fundamental difference between the technologies are that the energy demand of
567
DC’s SMR is significantly lower (65% and 59% lower than the energy demanded
568
by HC and HC/FC’s SMRs, respectively) and emissions from hydrogen
569
production represent only 17% of DC’s total emissions. Heat generation in
570
process heaters is the largest source of emissions (46% of total emissions) in DC.
571
Steam generation (28% of total emissions) is the second most relevant source of
572
emissions. DC’s largest point sources of emissions are boilers as coke is used
573
as fuel in some of them. Natural gas is also the most common fuel used in DC
574
systems (41% of total emissions).
575
In general, the light sweet SCO blends produced through DC and HC have the
576
same sources of emissions described above for each of their production
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Energy & Fuels
577
technologies overall. Exceptions to this are the GHG intensities of DC’s light
578
sweet SCO blend and ULSD, which are more affected by hydrogen production
579
emissions (which represent 22%-25% of their total emissions). Emissions from
580
DC’s medium to heavy sour SCOs are mainly associated with the burning of fuels
581
to generate heat and steam (47% and 35% of total emissions on average,
582
respectively).
583
produced by atmospheric and vacuum distillation and thermal cracking,
584
processes in which heat and steam requirements are dominant sources of
585
emissions. Emissions from HC’s heavy sour SCO blend result primarily from the
586
production of hydrogen (37% of total emissions intensity - due to most of the
587
blend’s components being processed by the hydroconverter and hydrotreaters)
588
and process heat (31% of total emissions intensity).
589
Low and High Scenario Results. The ranges of GHG intensities obtained for
590
each upgrading technology for the low and high scenarios, representing more
591
efficient and less efficient operations, are shown in Figure 1. Table S15 and S16
592
in SI present detailed results for the scenarios. DC’s low and high scenario GHG
593
intensities are 26% lower and 32% higher than the base scenario intensity.
594
Variations in the use of coke and natural gas as fuels for heat and steam
595
generation and cogeneration drive these changes. In HC and HC/FC, low and
596
high GHG scenario intensities are 20% lower (both technologies) and 33% and
597
21% higher, respectively. Changes in the demands for natural gas for heat and
598
steam generation, and cogeneration/grid electricity drive the changes in
599
emissions intensity.
These SCO blends are composed of crude fractions mostly
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Page 30 of 49
600
Shell’s historical data reported to AER (fraction of fuel gas used and fraction of
601
cogenerated electricity used) vary more than the historical data reported by
602
Syncrude (which also reports a constant historical use of coke). We use
603
measures of these variations to inform the low and high scenarios of each
604
technology (see Methods). As a result, the high scenario for HC deviates more
605
from its base scenario than in the case of HC/FC and therefore, the former
606
generates a wider range of GHG intensity. Real world variations in the GHG
607
intensities of these technologies are expected to be larger because the scenario
608
analysis does not take into account other likely sources of variability (e.g., product
609
quality).
610
Drivers of Variability in Upgrading GHG Intensity. The analysis of the baseline
611
GHG intensities of the three main upgrading technologies commercially operating
612
in Alberta allows the identification of potential drivers of variability in upgrading
613
GHG intensity. The first driver is the type of technology applied to upgrade
614
bitumen. There is a variation of 36% between the lowest (DC) and highest
615
(HC/FC) base scenario GHG intensities attributable to differences in technological
616
approaches to produce one MJ of SCO, regardless of the quality of the
617
product(s). A second driver of variability is associated with differences in
618
properties of SCO blends. Some commercial upgrading facilities in Alberta using
619
DC and HC simultaneously produce light sweet and heavy sour SCO products.
620
Figure 2 presents the GHG intensities of these products for OSTUM 2.0’s
621
scenarios using hydrogen content as the basis for allocation (GHG intensities of
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Page 31 of 49
622
each SCO blend are similar when using any of the three allocation methods – see
623
Figure S2 in SI).
20
(a) Delayed Coking Based Upgrading
18
GHG Emissions Intensity g CO2e/MJ of Product
16 14.2
14 12 10
6
2
8.8
8.7
8.2
8 5.8
11.0
4
3.9
3.6 2.5
4.1
5.9
6.2
DC-HSB2
DC-MSB
0 DC-HSB1
624 20
DC-LSB
(b) Hydroconversion Based Upgrading
18
17.2
17.3
16 GHG Emissions Intensity g CO2e/MJ of Product
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Energy & Fuels
14 12 10.5
10
10.6
8.8
8 6
13.0
13.1
HC-LSB1
HC-LSB2
4.9 4
6.5
2 0 HC-HSB
625 626 627 628 629 630 631
Figure 2. Variations in GHG emission intensities of co-products produced through (a) delayed coking based upgrading and (b) hydroconversion based upgrading technologies in OSTUM 2.0. Notes: bars represent base scenario GHG intensity results; high-low lines represent high and low scenarios’ GHG intensities results. Abbreviations: DC: delayed coking-based
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Page 32 of 49
632 633 634
upgrading; HC: hydroconversion-based upgrading; HSB: heavy sour SCO blend; MSB: medium sour SCO blend; LSB: light sweet SCO blend.
635
There is a variation in baseline GHG intensities of up to 91% in DC co-products
636
due to differences in product properties (between the GHG intensity of the light
637
sweet SCO blend with properties similar to OSA and the GHG intensity of the
638
heavy sour blend similar to OSH). A variation of up to 68% is found in the
639
baseline GHG intensities of HC co-products (between the GHG intensity of the
640
light sweet SCO blend similar to PAS and the GHG intensity of the heavy sour
641
blend similar to AHS).
642
A third driver of variability, which is associated with changes in upgrader energy
643
inputs, is identified through the sensitivity analysis. Variations in the total natural
644
gas requirements of the upgraders have the greatest impact on the GHG
645
intensities of all SCO products (Figure S3 in SI). There is an average variation of
646
45% in GHG intensities for all SCO products when the upgrader’s natural gas
647
requirements vary by ± 20-40% of the base scenario requirements. Variations in
648
the upgrader’s steam requirements result in an average variation of 20% for the
649
GHG intensities of all SCO products when steam requirements vary ± 40% of the
650
base scenario requirements. Variations in the amount of coke burned in DC and
651
HC/FC has the third greatest impact on GHG intensities. Coke’s impact on DC-
652
derived products’ GHG intensities is greater (14% average difference) than on
653
HC/FC-derived SCO (4% difference). This is because DC burns 2.5 times more
654
coke per m3 of SCO produced than HC/FC, and because the range of variation in
655
coke use is slightly greater in DC than in HC/FC (percentage of coke production
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Energy & Fuels
656
used as fuel varies between 0-15% and 13%-25%, respectively). While a
657
narrower range of variation in HC/FC’s coke use is suggested in the literature69
658
for the operation of a fluid coker (a variation controlled by the technology and
659
process performance), the wider range in DC’s coke consumption reflects its use
660
as an alternative fuel in place of natural gas and other fuels in boilers, where
661
there may be greater fluctuations depending on operational decisions.
662
Changes in the volume of fuel gas used (as a substitute for natural gas) and
663
variations in the total electricity requirements of the upgrader have small impacts
664
on the GHG intensities of SCO products (average variation in GHG intensity of
665
2%). Fuel gas and natural gas generate similar levels of direct (on-site generated)
666
GHG emissions when combusted. However, when less fuel gas is used (with
667
respect to the base scenario), the volume of natural gas used increases
668
(assuming constant fuel requirements), and accordingly, indirect emissions from
669
its off-site production also increase (while by-product fuel gas has no indirect
670
emissions). Therefore, the marginal impact on upgrading emissions associated
671
with changes in fuel gas used is associated with considering/not considering
672
indirect emissions from fuel production. Decarbonizing the Alberta electricity grid
673
has minimal impact (1% reduction) on upgrading GHG emissions intensity. The
674
main reason for this small difference is that most upgrading facilities use
675
electricity generated on-site through cogeneration and only a small fraction of
676
their electricity comes from the grid.
677
Impact of the Extent of Upgrading on Well-to-Wheel GHG Intensity. The
678
portion of GHG emissions allocated to each SCO blend is proportional to the level
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Page 34 of 49
679
of processing required by each of its components. Light sweet SCO blends are
680
generally composed of hydrotreated products. Hydrotreating decreases the levels
681
of impurities in SCO blends but also increases their GHG intensities. The GHG
682
emissions allocated to medium to heavy sour SCO blends are lower because
683
they are mainly composed of virgin and cracked products from primary upgrading
684
units without any subsequent hydrotreating. These SCO products have lower
685
hydrogen contents, lower API gravities, and higher levels of impurities. The
686
hydrogen to carbon (H/C) ratio of a SCO blend may be used as an indicator of its
687
quality and GHG intensity, as discussed in SI. Medium to heavy sour SCO blends
688
generally require more processing at the refining stage and result in higher
689
refining GHG emissions than do light sweet blends (depending on refinery
690
configuration).
691
A preliminary WTW assessment of the GHG intensities of oil sands products
692
derived from the upgrading technologies and product qualities evaluated is
693
performed to provide insights on the implications that the “extent” of upgrading
694
may have throughout the full life cycle of transportation fuels (see page S65 in
695
SI). The WTW GHG intensity for a fuel derived from a production pathway where
696
a DC upgrader partially upgrades bitumen to a heavy sour SCO (similar to OSH)
697
prior to the refining stage is estimated to be 3% greater than one from a pathway
698
where the DC upgrader fully upgrades bitumen to a light sweet SCO (similar to
699
OSA) prior to refining (see SI Figure S5). In contrast, the WTW GHG intensity for
700
a fuel derived from a production pathway where a HC upgrader partially upgrades
701
bitumen to a heavy sour SCO (similar to AHS) is estimated to be 3% lower than
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Energy & Fuels
702
one from a pathway where the HC upgrader fully upgrades bitumen to a light
703
sweet SCO (similar to PAS). While the above differences in WTW emissions
704
intensity appear modest, the vehicle combustion emissions (tank-to-wheel)
705
dominate WTW emissions and somewhat mask differences among the well-to-
706
tank components of the fuel production pathways. The corresponding
707
percentages when only considering the well-to-tank components of the above
708
WTW analyses increase to a 9% increase and 9% decrease, respectively.
709
The fuel derived from the HC-based light sweet SCO blend (similar to PAS) has
710
the highest WTW GHG intensity of all fuels analyzed, potentially because of HC’s
711
extensive use of hydrogen. The WTW GHG intensity of a fuel derived from a
712
HC/FC-based light sweet SCO (similar to SSP) is the second highest. A fuel
713
produced through the bitumen dilution pathway, which does not involve
714
upgrading, is estimated to have the lowest WTW GHG intensity. While
715
preliminary, these findings highlight the importance of taking into account product
716
properties when modeling the GHG performance of the upgrading and refining
717
stages, and call for comprehensive WTW assessments that incorporate this level
718
of detail.
719
Comparison of OSTUM 2.0’s GHG Intensities with Literature. The GHG
720
intensities of DC, HC, and HC/FC from OSTUM 2.0’s scenario analysis are
721
evaluated through a comparison with relevant literature models and studies
722
reporting estimates of GHG emissions of these technologies. Figure 3 (a) shows
723
that there is considerable variability in the GHG intensities reported by the
724
literature for DC (79% difference between highest and lowest estimates). OSTUM
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Page 36 of 49
725
2.0’s base scenario GHG intensity for DC (8.5 g CO2e/MJ of total SCO) is similar
726
(4% smaller) to the average of GHG intensities reported for this technology (8.8 g
727
CO2e/MJ SCO). The GHG intensities reported by the literature for HC have a
728
similar variability to DC’s (see Figure 3 (b)) with an 83% difference between the
729
highest and lowest GHG intensity estimates. OSTUM 2.0’s base scenario GHG
730
intensity for HC (10.8 g CO2e/MJ SCO) is similar (2% smaller) to the average of
731
literature values reported for HC (11.0 g CO2e/MJ SCO). There is only one
732
study24 reporting a GHG intensity estimate for HC/FC (9.8 g CO2e/MJ SCO), and
733
it is 24% lower than OSTUM 2.0’s base scenario estimate (12.2 g CO2e/MJ
734
SCO). The main reasons for this discrepancy might be that in OSTUM 2.0 it is
735
assumed that coke is used as a fuel in the fluid coker (as is the case in
736
Syncrude’s operations) while Ordorica-Garcia24 did not report any coke use.
737
Different assumptions and calculation methods also led to the study reporting
738
lower energy use of the HC/FC upgrader.
739
ACS Paragon Plus Environment
36
Page 37 of 49
20
(a) Delayed Coking Based Upgrading
GHG Emissions Intensity g CO2e/MJ of SCO
18 16 14 12
11.2
10 8
14.2
6.3
6
9.6
8.5
4
8.3
7.4
8.1
7.9
6.2
2
20
N N FU
(b) Hydroconversion Based Upgrading
18 GHG Emissions Intensity g CO2e/MJ of SCO
EL -G H
ER EN et
an m C
740
G -O S
G Y
12 bs co
Ja
G
Ja
H
co
bs
20
09 20
ig h H O ST
O ST
G H
O ST U
M
O SO M
Lo w
0
16 14.3
14 12 10
8.6
8 6
15.5 11.8
10.8
11.6
4
11.1
9.5
6.4
2 0 M
TU
OS
OM
OS
T OS
igh
w
Lo
GH
G
HO
H ST
Ja
co
2 bs
00
9
nm
Ca
Y
RG
NE
etE
E
NN
FU
S
-O
HG
L-G
741 20 18 GHG Emissions Intensity g CO2e/MJ of SCO
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Energy & Fuels
(c) Combined Hydroconversion and Fluid Coking Based Upgrading
16 14.8
14 12 10
9.7
8 6
12.2 9.8
4 2 0
742
OSTUM
ACS Paragon Plus Environment
OSOM
37
Energy & Fuels 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
Page 38 of 49
743 744 745
Figure 3. Comparison of OSTUM 2.0’s GHG intensities for (a) delayed coking based-, (b) hydroconversion based-, and (c) combined hydroconversion and fluid coking based upgrading with estimates reported in the literature.
746 747 748 749 750
Notes: OSOM’s results are published in Ordorica-Garcia et al.;24 GHOST’s results are published in Charpentier et al.21 and Bergerson et al.;66 Jacobs 2009’s results are reported in Keesom et al.;20 Jacobs 2012 results are reported in Bohm et al.;19 CanmetENERGY’s results are published in Alvarez-Majmutov et al.;26,25 and FUNNELGHG-OS’ results are published in Nimana et al.22
751
Abbreviations: SCO: synthetic crude oil.
752 753
OSTUM 2.0’s base scenario GHG intensity of ULSD produced through DC and
754
PRELIMv1.2.1’s GHG intensities of ULSD produced in a coking refinery and in a
755
hydrocracking refinery are shown in Figure S6 of SI. The GHG intensity of ULSD
756
produced in a coking refinery is 35% higher than when produced in a DC
757
upgrader when processing Borealis Heavy Blend (BHB) as dilbit feedstock, and
758
an average of 25% higher when processing other dilbit feedstocks available in the
759
models. Likewise, the GHG intensity of ULSD produced in a hydrocracking
760
refinery is 80% higher than from DC when processing BHB, and 51% higher
761
when processing other dilbits. The higher estimated GHG intensity of ULSD
762
produced by refineries may be associated with the use of process units for ULSD
763
production not employed in upgraders (e.g., hydrocracker, catalytic cracker) and
764
with the models using different calculation methods and assumptions. These
765
preliminary results suggest an in-depth assessment of the GHG intensity of
766
different ULSD production pathways is a relevant future research area.
767
Comparison of OSTUM 2.0’s Energy Use Results with Industry Data.
768
OSTUM 2.0’s energy use results for HC from the scenario and sensitivity
769
analyses are evaluated through a comparison with energy use statistics from
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Energy & Fuels
770
Shell’s Scotford HC upgrading operations (Figure S7 in SI). This is the only
771
energy use data publicly available for a commercial upgrader operating
772
independently from the bitumen recovery and extraction stages (as of end of
773
2016, the last year of data analyzed). However, Scotford’s energy use data is
774
highly impacted by the integration of its upgrader with a refinery, chemicals plant,
775
and carbon capture project (the facility is known to be one of North America’s
776
most efficient, modern and integrated hydrocarbon processing sites). As OSTUM
777
2.0’s results are representative of a stand-alone HC facility, differences are
778
expected between OSTUM 2.0’s energy use results for a HC facility and
779
Scotford’s integrated data. For example, OSTUM 2.0’s fuel gas production and
780
use estimates are below Scotford’s median, while OSTUM 2.0’s electricity and
781
natural gas requirements are above it. Potential reasons for these discrepancies
782
may be related to the boundaries set for upgrading in an integrated operation
783
such as Scotford’s (additional fuel gas-generating process units from the refining
784
operations may be considered part of the upgrader), and to the use of more
785
efficient processes (in part due to energy integration) than those assumed by the
786
refining and upgrading literature, upon which OSTUM 2.0 is based. When
787
OSTUM 2.0’s HC kinetic models are adjusted to increase fuel gas production to
788
Scotford’s levels, OSTUM 2.0’s natural gas consumption decreases to
789
approximately Scotford’s median. Similarly, when the efficiency of OSTUM 2.0’s
790
HC upgrader is increased, its natural gas use and electricity use estimates are
791
closer to the levels of natural gas and electricity consumption reported by
792
Scotford. Fuel gas production and use and electricity use present the largest
793
historical variability in Scotford’s data. In recent years (2011-16), the variability in
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Page 40 of 49
794
fuel gas production and use as fuel has increased. Shell consistently reports
795
higher monthly fuel gas consumption than production, potentially suggesting that
796
the surplus might come from the adjacent refining operations, and that the
797
integration of operations might contribute to the increase in variability of the data.
798
OSTUM 2.0’s energy use results for DC and HC/FC are evaluated by comparison
799
with energy use statistics from Suncor and Syncrude’s operations, respectively
800
(Figures S8 and S9 and discussion in SI).
801
Conclusions
802
We developed and applied OSTUM 2.0 to the main upgrading technologies in
803
commercial operation in Alberta to improve understanding of energy use and
804
GHG emissions intensity associated with upgrading oil sands bitumen to SCO.
805
For each upgrading technology, we reported baselines and ranges of GHG
806
intensities, characterized GHG-intensive energy inputs and processes and
807
identified potential drivers of variability of the GHG intensity. Finally, we compared
808
OSTUM 2.0’s energy use and GHG intensity estimates with relevant literature,
809
and analyzed variability in publicly reported industry energy use considering
810
OSTUM’s results.
811
A better understanding of variability in upgrading GHG intensity increases
812
confidence in modeling estimates and can assist stakeholders in regulating,
813
controlling, and decreasing upgrading emissions. We identified three potential
814
drivers of variability in upgrading GHG intensity. The type of upgrading
815
technology used to produce SCO can generate a variation in baseline upgrading
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Energy & Fuels
816
GHG intensity of up to 36%. This improves upon our prior, less detailed, study
817
with GHOST,21 which did not find a significant difference in the GHG intensity of
818
SCO produced using DC and HC. Secondly, we showed that simulation of SCO
819
blends with contrasting quality properties co-produced by a single upgrading
820
technology can result in a variation in the baseline GHG intensity allocated to
821
each product of up to 91% in DC and 68% in HC. This modeling capability is
822
novel and expected to be valuable for stakeholders interested in estimating GHG
823
intensities for specific upgrading products and SCO. Finally, the efficiency of the
824
upgrader and the use of by-product coke as fuel were found to have considerable
825
effects on upgrading GHG intensity, with variations in natural gas requirements
826
having the most effect. This result has potentially important implications as the
827
efficiency of operations and the use of less GHG-intensive fuels may be the most
828
feasible routes for emission reductions in the near-term. The aforementioned
829
drivers of variability should be taken into account when modeling the GHG
830
emissions of upgrading processes.
831
OSTUM 2.0 improves upon previous life cycle-based studies that include
832
upgrading through more detailed modeling of the upgrading stage, allowing the
833
systematic
834
technologies, and the characterization of potential drivers of variability using
835
consistent boundaries, assumptions, and calculation methods. OSTUM 2.0 can
836
simulate a broader range of commercial upgrading technologies (DC, HC,
837
HC/FC), operating schemes (e.g., simultaneous production of SCO blends),
838
energy inputs, and product properties than those presented in literature.
evaluation
and
comparison
of
GHG
ACS Paragon Plus Environment
intensities
of
different
41
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Page 42 of 49
839
OSTUM 2.0 has several limitations. The estimation methods for the upgrader’s
840
energy use and product yields are not directly linked and therefore these must
841
both be accurate to reasonably estimate the GHG intensity. Another limitation is
842
related to the lack of publicly available data and that OSTUM 2.0 has not been
843
validated, although its results have been compared with literature and limited
844
industry data, useful steps until more complete data are available. It is important
845
to recognize that OSTUM 2.0’s ability to make accurate predictions needs to be
846
validated using actual upgrader data as it becomes available. Future work to
847
improve OSTUM 2.0 includes its incorporation into a WTW model, potentially as
848
part of a low carbon fuel standard, which could facilitate the exploration of trade-
849
offs in GHG intensity associated with the extent of upgrading versus refining and
850
product yields (and associated economics). Future developments also include
851
addition of emerging upgrading technologies and assessment of non-GHG
852
environmental impacts. OSTUM 2.0 has been developed in spreadsheet-based
853
software to facilitate its accessibility in potential open-source applications,
854
including in supporting low carbon fuel standards. While it is not currently publicly
855
available, our aim is to make future versions open-source.
856
The research presented in this paper advances insights about the GHG
857
emissions of upgrading generally. It helps to better discern emissions associated
858
with different technologies and processing options as well as the sources of
859
variability seen in operating facilities today. OSTUM 2.0 has the potential to assist
860
technology developers, the oil sands industry and policy makers in meeting its
861
GHG emissions targets and caps.
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Energy & Fuels
862 863
ASSOCIATED CONTENT
864
Supporting Information. A file is available free of charge containing additional
865
descriptions of the upgrading technologies modeled in OSTUM 2.0, data and
866
methodology employed to develop the model, input parameters and assumptions
867
used in the scenario and sensitivity analyses, as well as additional results and
868
discussion.
869 870 871
AUTHOR INFORMATION
872
Corresponding Author
873
*Address: Dept. of Civil Engineering, University of Toronto, 35 St. George St.,
874
Toronto, Ontario, Canada, M5S 1A4; email:
[email protected];
875
phone: +1 (416) 946-5056; fax: +1 (416) 978-6813.
876
Author Contributions
877
The manuscript was written through contributions of all authors. All authors have
878
contributed equally and given approval to the final version of the manuscript.
879
Notes
880
The authors declare no competing financial interest.
881 882
ACKNOWLEDGMENT
883
We thank the Natural Sciences and Engineering Research Council of Canada
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Page 44 of 49
884
(NSERC) and Mexico’s National Council for Science and Technology
885
(CONACYT) for financial support, and an oil sands company that provided
886
feedback to improve the results and insights of this study. Dr. Kavan Motazedi,
887
Dr. Sylvia Sleep and Zainab Dadashi from University of Calgary, and Dr. Yaser
888
Khojasteh Salkuyeh from University of Toronto provided feedback to improve this
889
research. We also thank three anonymous reviewers for the insightful comments
890
that improved this paper.
891 892 893 894 895 896 897 898 899 900 901 902 903 904 905 906 907 908 909 910 911 912 913 914 915 916 917 918 919 920 921 922
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