Journal of Cleaner Production xxx (2017) 1e16 Contents lists available at ScienceDirect Journal of Cleaner Production journal homepage: www.elsevier.com/locate/jclepro A modelling approach that combines pricing policies with a carbon capture and storage supply chain network Ernesto D.R. Santibanez-Gonzalez Departamento de Ingeniería Industrial, Universidad de Talca, Curico, Chile a r t i c l e i n f o a b s t r a c t Article history: Received 19 June 2016 Received in revised form 10 March 2017 Accepted 27 March 2017 Available online xxx This article examines the interaction between two strategies to reduce carbon dioxide (CO2) emissions to the atmosphere: the imposition of pricing policies on carbon dioxide emissions and the decision on the network infrastructure for carbon dioxide capture and storage (CCS). The uncertainty of the storage capacity of geological reservoirs for sequestering carbon dioxide has been noted as an important issue in the deployment and cost of a CCS infrastructure. To analyse the relationships between these strategies and the uncertainty of the storage capacity of reservoirs, we propose a novel stochastic mixed-integer linear optimisation model. It minimises investment and construction costs and the costs of capture, transport, and storage of CO2 plus the cost of emitting CO2 to the atmosphere. The model considers technical and economic aspects to resolve both CO2 pricing and the design of a supply chain network for capturing, transporting, and sequestering CO2 in geological reservoirs. We present results for a sample case from the Brazilian cement industry using a CO2 tax as currently established in other countries. We verify that, while the CO2 tax increases, it also increases the complexity of the pipeline network of the supply chain and the amount of CO2 that is captured and stored. © 2017 Published by Elsevier Ltd. Handling Editor: R.L. Lozano Keywords: Capture and sequestration Carbon emission price Stochastic mixed integer linear optimisation Supply chain Climate change 1. Introduction This article analyses two strategies for reducing CO2 emissions to the atmosphere in the presence of uncertainty in the storage capacity of geologic reservoirs: policies providing economic incentives to reduce carbon dioxide emissions in the atmosphere and the decision on the pipeline network infrastructure for carbon dioxide capture and storage (CCS). We propose a stochastic mathematical optimisation model that simultaneously analyses the effects of a pricing policy on carbon dioxide emissions (carbon dioxide tax) and implementing a supply chain network to capture, transport, and sequester CO2. We present the results of a case study of the cement industry in Brazil to validate the proposed model. This article contributes to the existing literature because of the following three aspects that are widely recognised by the scientific community: a. - Carbon dioxide capture and storage is one of the strategies that have been proposed to mitigate the economic, environmental, and social impacts of climate change. The design of the CCS E-mail address: santibanez.ernesto@gmail.com. network is an approach to address the reduction of CO2 emissions and related to other operational research problems in the literature is a complex problem of combinatorial optimization. b. - Economic incentives to reduce carbon dioxide emissions are being implemented in different countries with different levels of success, with Ireland, Norway, Switzerland, and Taiwan as examples. c. - Uncertainty in the storage capacity of geologic reservoirs has been recognised as an important issue because of its impact on the CCS infrastructure network and the resulting costs. Climate change is one of the most important concerns for the world today, as its consequences will extend beyond the bounds of individual businesses and national borders, affecting the global economy, the environment, and human health. The continuously increasing concentrations of carbon dioxide in the atmosphere have made the multidisciplinary problem of global warming a topic of frequent discussion and debate. To solve this problem and to achieve acceptable levels of carbon dioxide in the atmosphere, scientists agree on the need to implement three strategic options to reduce carbon dioxide emissions: (1) improve the efficiency of energy generation and usage, (2) develop energy sources with lower levels of carbon dioxide emissions and (3) implement carbon http://dx.doi.org/10.1016/j.jclepro.2017.03.181 0959-6526/© 2017 Published by Elsevier Ltd. Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 2 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 dioxide capture and storage projects. Undoubtedly, the success of these efforts in reducing carbon dioxide emissions and mitigating climate change will depend on the coordinated implementation of these three approaches. According to Pacala and Socolow (2004), reducing annual carbon dioxide emissions by 3.7 Gt carbon dioxide would require the capture and sequestration of the carbon dioxide emissions of a group of coal plants with the capacity to generate 800 GW of energy, which represents 2.5 times the total electricity generating capacity of the coal-fired plants of the United States considering 2010 as the base year (EIA, 2011). Carbon dioxide capture and storage (CCS) is a climate change mitigation strategy that can significantly reduce CO2 emissions while the world is still heavily relying on fossil fuels and it makes the transition to a lowcarbon future more difficult (Dooley et al., 2006). According to the International Energy Agency (IEA), about 20% of the total greenhouse gas emission reductions required by 2050 could be provided by CCS (IEA, 2009). Depending on the size of each CCS project, this means about 3400 CCS projects would be needed by 2050, involving an investment of billions of dollars and thousands of miles of dedicated carbon dioxide pipelines (Condor et al., 2009). Infrastructure on this scale needs careful and comprehensive planning. Practitioners, academicians, stakeholders and policymakers need to understand how to deploy such a largescale CCS infrastructure and to make informed decisions based on the solutions provided by the optimization model that takes into account detailed costs, engineering, and environmental concerns (Middleton et al., 2012c). In a nutshell, the geological-technological problem of carbon dioxide capture and storage consists of three basic stages: (a) capturing carbon dioxide from various emissions sources (e.g., plants generating electricity based on coal, gas, or oil; cement, steel, or iron manufacturing companies, refineries, and other sources), which requires separating the carbon dioxide from other gas components; (b) compressing and transporting the captured carbon dioxide, and finally (c) injecting and sequestering the carbon dioxide in different underground geological reservoirs (e.g., deep saline aquifers located at several different depths, wells depleted of oil or gas, and deep-ocean reservoirs). Note that the technology required to perform this type of operation already exists, and there are also several projects throughout the world currently in operation at different scales and at varying levels of advancement. For example, there are projects underway in the Netherlands, Europe, Norway, and the United States, among others (Global CCS Institute, 2014). This article aims to propose a mathematical model which analyses and explores the relationship between establishing a pricing policy (tax) on carbon dioxide emissions to the atmosphere and the design of a supply chain (SC) network to capture and sequester carbon dioxide in geological reservoirs. The economic impact of these policies is taking into account. In this paper, the uncertainty in the storage capacity of the reservoirs and its impacts on the whole CCS infrastructure network is modeled and analysed. We explore the uncertainty using the reservoir capacity as a variable. The uncertainty in geologic properties and processes associated with CO2 injection and storage have been studied by several authors (Eg., Bachu, 2003; Buscheck et al., 2011; Iea Ghg, 2009). Morbee et al. (2012) present a model that considers future capture scenarios as stochastic, and determine the optimal network that would be robust against such uncertainties is a computationally very intensive approach. A natural extension of a deterministic model is to use a stochastic model. Stochastic mathematical programming models, in particular facility location models, “capture the complexity inherent in real-world problems through probability distributions of random variables or considering a set of possible future scenarios for the uncertain parameters” (Snyder, 2006; Snyder et al., 2006). The effects of reservoir uncertainty on CCS network infrastructure costs have been studied by McCoy and Rubin (2009). They concluded that “uncertainty in reservoir geology and petrophysical properties controlled overall levelized cost for storage”. Thus the variation in the “storage capacity of CO2 may propagate throughout a CCS infrastructure network and end up driving how this CCS infrastructure is deployed” (Middleton et al., 2012a). With that aims, it is proposed a Stochastic Mixed Integer Linear Programming Problem (SMILP). The objective of the model is to minimise the investment, operating, and transportation costs as well as the taxes paid by companies as a mechanism of reducing CO2 emissions to the atmosphere. Several technical constraints are taking into account including the number and location of CO2 capture plants and reservoirs to be opened and the deployment (and size) of pipelines among others. In some ways, the approach used here to model the CCS infrastructure problem can be compared to those used to model facility location problems and network flow design problems (e.g., Melkote and Daskin, 2001). Relating this CCS infrastructure problem to other problems in the literature, such as facility location problems and network flow optimisation problems with fixed costs, we can say that this is an NP-Complete combinatorial optimisation problem and that it is difficult to solve. Recently, the problem of deploying a CCS infrastructure has been studied independently by several authors (for instance, Kuby et al., 2011b; l Middleton and Bielicki, 2009a; Middleton et al., 2012b; Sun and Chen, 2016; Walsh et al., 2014) with and without the implementation of economic incentive policies. Some authors have proposed methodologies that seek to partially solve the CCS infrastructure problem, while in other cases the methodologies are developed to solve specific case studies (e.g., MIT CCSTP, 2007). Some authors have also proposed the use of mathematical models integrated with information systems to address the complexities of CCS infrastructure problems (e.g., Middleton et al., 2012b). Kuby et al. (2011a) recently addressed the CCS network design problem by extending previous work presented by Middleton and Bielicki (2009a; 2009b). The model determines the CCS infrastructure network “given de price per tonne to emit CO2 into the atmosphere” and considering that all costs, variables and parameters are known with certainty. The model proposed in this paper extends these studies. To validate the proposed model, we conducted a sample case study of the cement industry in Brazil with real data. This article makes two important contributions to the literature. First, it proposes a novel stochastic MILP model that relates the establishment of a pricing policy on CO2 emissions to the atmosphere with the deployment of a CO2 capture and storage network infrastructure. The model considers uncertainty in the storage capacity of geologic reservoirs for sequestering CO2. The model also allows us to evaluate the impact of limiting the number of plants that can be installed to capture CO2 and the number of reservoirs that can be opened to store CO2. To the best of our knowledge, this is the first stochastic MILP model to address this problem as a network design supply chain problem. Second, this paper analyses and validates the proposed SMILP model under different pricing policies and considers the implications of uncertainty in storage capacity. We use real data from the Brazilian cement industry to consider the case of mitigating CO2 emissions. This paper is organised as follows: Section 2 presents a review of the literature on previous research related to this paper. Section 3 presents the mathematical formulation of the problem. The case study of the cement industry in Brazil is presented in Section 4, and the results obtained from the case study are discussed in Section 5. Finally, Section 6 presents the conclusions of the research. Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 2. Literature review We briefly discuss previous pertinent research undertaken in particular on the topic of designing a network infrastructure for CO2 Capture and Storage. For this purpose, the literature can be classified into two major groups: Economic incentives policies to avoid or control CO2 emissions generated by companies and/or organizations and methodologies to design a network infrastructure to capture and storage of carbon dioxide. This paper uses the term network infrastructure to describe the different physical links between sources, reservoirs, and intermediate points. 2.1. Economic incentive policies Economic incentive policies are designed to discourage CO2 emissions into the atmosphere by create an additional cost to the emitter. Two basic types of economic incentive policies have been proposed in the literature as ways of reducing CO2 emissions to the atmosphere and are described below (Furman et al., 2007). (a) Establish a tax e called the carbon dioxide tax e on carbon dioxide emissions. In this case, the government establishes a cost for emitting one tonne of CO2 to the atmosphere. This system is also known as the Pigouvian tax, in honor of the economist who was the first to propose this mechanism. The concept is that the producer or consumer pays a tax equal to the social harm of emitting CO2 to the atmosphere. This social cost is difficult to calculate due to the imperfection and complexity of the market (Yohe et al., 2007) This paper does not discuss how to determine the real social cost; instead, we employ the taxes established in other countries as a reference for this study. Based on this tax (price), producers such as energy generation plants, refineries, and cement factories must decide how much CO2 they are going to emit to the atmosphere. The government of Norway implemented a CO2 tax in 1991 and has one of the longest standing projects operating under such a policy (MIT CCS Technologies, 2011), the natural gas exploration project of the Statoil Sleipner West company, which has captured and sequestered approximately 1 million tonnes of CO2 per year since 1996 (MtCO2/ year). (b) Establish a cap-and-trade mechanism. In this case, the government issues quotas for allowed carbon dioxide emissions and establishes a mechanism for the trading of these allotments in which companies buy and sell CO2 credits (quotas). Thus, companies that want to emit CO2 must buy some of these shares at a price set by the market. Several such systems are currently in operation, including the Acid Rain Program in the United States, which aims to reduce the emissions of sulphur dioxide, and the European Union Emissions Trading Scheme to reduce CO2 emissions. This paper does not consider this regulatory approach. 2.2. Carbon dioxide capture and storage network infrastructure Previous studies have investigated the problem of modeling and solving the CO2 capture and storage network infrastructure. To present an incomplete summary of the research on models and solution approaches to CCS, we can classify these models as follows: i. Models following the methodology of economic evaluation of investment projects. These studies have contributed to our understanding of the technical complexity involved in these 3 projects, as well as their complex cost structures. Methodologies have been proposed that allow decision-makers to analyse the economic, financial, and technological aspects of projects using rather simple network topologies (Figs. 1 and 2). These approaches use the discounted expected present value of the benefits and net costs of an investment project as the basic criterion to solve the problem of capture, transport, and injection of carbon dioxide. An example of this type of methodologies is the methodology proposed by MIT CCSTP (2007, 2009). To define the network infrastructure, it considers sources and potential reservoirs for carbon dioxide sequestration, methods of calculating the diameters of the pipes that must be used. The methodology solves the problem of network design assuming direct routes connecting sources and CO2 reservoirs for sequestration. The selection and construction of pipes between the source and reservoir depends on the maximum amount of CO2 that can be stored at the destination (or captured at the source). Once the cost of installation, construction, transportation and operation has been calculated and the planning horizon has been determined, then the investment project is economically evaluated by calculating the net present value (NPV) and the internal rate of return (IRR). The focus of this approach is not to propose a mathematical model that simultaneously considers the various aspects of the problem mentioned above. For example, using this methodology, decision-makers/practitioners cannot assess the economic impact that could have the combination of different feasible solution paths for connecting each sourcereservoir pair using different types of tubes. In Energy (2010), some authors described and investigated the use of slightly more complex carbon dioxide network transport topologies to solve the problem of network design (e.g., Fig. 2). This work defines a central route with a huge transport capacity between two points called hubs. One of these points is located near CO2 emission sources Geologic reservoirs TransiƟon points Fig. 1. Network Infrastructure CCS supply chain direct connection source-reservoir. hub CO2 emission sources Geologic reservoirs hub hubs Fig. 2. Network Infrastructure CCS supply chain source-reservoir connections through hubs. Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 4 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 the sources and collects the CO2 that comes from these sources, and the other hub is located near the reservoirs for CO2 sequestration. To solve this problem, a high capacity pipeline (trunkline) was built to transport the carbon dioxide between the hub points. Each of the sources will be directly connected to the closest hub through pipelines with smaller carbon dioxide transport capacities. The same procedure is performed for the target reservoirs. From a managerial point of view, the use of the abovementioned methodologies can have a serious impact on the network infrastructure and the associated costs. The economic impact of implementing such simple network infrastructures, such as those presented below, compared with other more complex network infrastructures has been studied by authors such as Kuby et al. (2011b). That research established that the total costs of a simple network infrastructure can be several times higher than the costs of an optimised network supply chain infrastructure. Figs. 1 and 2 show a basic network linking sources of carbon dioxide emissions (blue circles), intermediate locations (yellow squares), and potential reservoirs (green triangles). The symbol sizes reflect the volume of carbon dioxide emission, transmission, or storage at those locations, respectively. ii. Methodologies based on Integer Linear Programming Models. This group of methodologies uses Linear Programming (LP) and MILP models to solve the problem of designing a piping infrastructure network, Pipelines of various dimensions and capacities will capture CO2 from the sources and transport it to the final storage destinations. This article continues this line of research. Middleton and Bielicki (2009b) proposed a MILP model to solve the problem considering some of the issues we discussed above. They described a scalable infrastructure information system named SimCCS that allow managers to economically and geo-spatially optimise the CCS network project. The proposed model allows determining the network infrastructure of pipelines to be built and operated to capture, transport, and sequestering a predetermined volume of CO2. The model is static, i.e., it does not consider a planning horizon, and it is also deterministic because it does not consider the uncertainty in any aspect of the problem. The model allows the user to choose which CO2 sources will be captured, which reservoirs the CO2 will be injected and sequestered in and at what quantities, where to build the network of tubes (i.e., the core network paths that will be used), and the capacity (diameter) of each tube. The optimisation of the objective function determines the cost of investment, construction, operation, and transportation for a pre-set level of CO2 capture. This model was also applied to solve a network design problem for a hypothetical CCS case in California, USA (Middleton and Bielicki, 2009a). A total of twelve energy generation plants, oil refineries, and cement plants were considered as possible sources of CO2 emissions and two potential deep-sea basalt sites were considered for CO2 sequestration. Keating et al. (2011a) presented results for a case study in the United States, in an area between north-western Colorado and north-eastern Utah. The proposed methodology integrates three tools: (a) one to estimate the storage capacity of the potential carbon dioxide reservoirs (named “CO2-PENS”), (b) another for the calculation of carbon dioxide emissions originating from different sources (called CLEAR), and (c) the SimCCS system that was already explained above. Keating et al. (2011a) used the MILP model originally proposed by Middleton and Bielicki (2009b). Note that this work considers the impact of the uncertainty in the CO2 storage capacities of the reservoirs on the infrastructure of the supply chain network. This uncertainty was analysed using the Monte Carlo method with the “CO2-PENS” tool. Middleton et al. (2012b) improved the MILP model presented by Kuby et al. (2011b) and Middleton and Bielicki (2009b) in several respects. This new improved version of the model considers that investments in infrastructure are made over a planning horizon. The improved model also considers the construction of several wells (maximum capacity) for each potential reservoir for CO2 storage and the possibility of installing multiple CO2 capture units for each source of CO2 emissions. The new model was tested for a case requiring reduced CO2 emissions in an area of Texas, USA containing nine sources of CO2 emissions and three possible reservoirs for storage. They used a planning horizon of 50 years. In the same line, Morbee et al. (2012) proposed a MILP model to solve the problem of planning a network of pipes with the objective to minimise the cost of investment in upgraded pipelines to be installed over a pre-set planning horizon. Unlike the aforementioned approaches, the work by Van den Broek et al. (2010) and Strachan et al. (2011) combined the use of geographical information systems and energy planning models based on linear programming to solve the CCS SC network problem. The LP model does not optimise the combinatorial nature of feasible solutions to the network infrastructure; instead, it uses pre-established feasible network infrastructure solutions and assesses costs accordingly. Van den Broek et al. (2010) applied ArcGIS and MARKAL (Market Allocation) to plan a network infrastructure for a large scale CO2 capture and storage network for the Netherlands, considering a period between 2010 and 2050. In the same line, Strachan et al. (2011) described the use of the energy planning models MARKAL and TIMES to design the CCS infrastructure network for the region of Utsira. In that case, the CO2 emissions sources are located in countries such as Germany, Denmark, the Netherlands, Norway, and the UK. In a different line, the models proposed by Klokk et al. (2010) and Han and Lee (2011) maximise a profit function associated with the CCS network project. Klokk et al. (2010) presented a MILP model to maximise the net present value of the revenues generated by the oil recovery and the amount of unpaid fines related to CO2. The model considers the investment in infrastructure and operating costs over time to optimise the transport network. Han and Lee (2011) proposed a MILP model to solve a CCS problem with some interesting variations from the models presented thus far. In this case, the variables of the model differentiate between industry location and type of production at each plant. The model also considers the location of different types of plants for CO2 capture and ultimately describes the possibility of capturing the CO2 in different physical states. Kuby et al. (2011a) presented a MILP model that considers the cost of CO2 emissions to industry in a tax or a cap-and-trade system. This model extends the previous MILP model proposed by Middleton and Bielicki (2009b), explicitly determining the optimal amount of CO2 to be captured and simultaneously optimising the various other components of the CCS network infrastructure. Although several studies have recognised the importance of the uncertainty in the storage capacity of the reservoirs and how this capacity can affect the entire infrastructure required for CCS, few studies have addressed this issue. The level of uncertainty changes depending on the different components of the CCS supply chain network. In accordance with Keating et al. (2011b) and Middleton et al. (2012a), the technological alternatives for separating CO2 at the plant level are well-defined. In contrast, the real sequestration capacity of CO2 in saline aquifers (reservoirs) cannot be accurately determined. Due to the geological heterogeneity that can affect the Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 porosity, permeability, thickness and extension of the aquifers, the estimated capacity can be far from the real capacity (Buscheck et al., 2011). In the same line, Deng et al. (2012) studied the effects of reservoir heterogeneity on CO2 storage capacity, well injectivity and potential leakage. Therefore, the design and deployment of CO2 supply chain network projects takes place under a high level of uncertainty in the geological capacity for carbon dioxide storage. It is important to understand how uncertainty in the capacity of CO2 sequestration can affect the infrastructure of the supply chain network, its costs, and the use of sources, pipelines, and reservoirs. More recently, Lee et al. (2014) proposed a mathematical programming model for solving the unified planning problem of CCS deployment considering both grid implications and source-sink matching. Mendelevitch (2014) proposed a market equilibrium model to analyse the interactions of individual supply chain entities (traders, carbon dioxide emitters, carbon dioxide transmission network operators, and CO2-EOR and other storage operators) and their impact on a future CCS infrastructure. Santibanez Gonzalez (2014) proposed a deterministic MILP model to design a CCS supply chain network. Hasan et al. (2015) proposed a hierarchical and multi-scale framework to design a CO2 capture and storage and a capture and utilization supply chain networks with the objective of minimize investment, operating and material costs. Sun and Chen (2016) presented a deterministic MILP model for designing a carbon dioxide capture, utilization, and storage network. Finally, Huang et al. (2013) presented a literature review on technical developments and economic analysis of CCS using optimization models and algorithms. Recent works in this area that do not consider the infrastructure (transportation) deployment in the mathematical models are due to Abadie et al. (2014), Walsh et al. (2014), among others. In a different stream of research, the problem of reducing CO2 emissions in supply chain has been addressed by several authors (Eg, Benjaafar et al., 2013; Validi et al., 2015, 2014, 2012). Those studies do not address the problem of designing a CO2 capture and storage network infrastructure. In summary, the problem of designing a supply chain network for CCS has been solved by different methodologies, and the problem itself appears in different forms. Previous studies have emphasised some aspects of the problem in isolation, whether to simplify the model and solution method or to break it down and solve it separately and then integrate the other factors in the analysis. Mathematical models optimise the network infrastructure considering the minimization of costs or maximization of profits under static, dynamic and deterministic considerations. In addition, there are a line of proposed methodologies that do not guarantee the optimal solution of the network infrastructure problem and consider uncertainty in the storage capacity of the reservoirs. However, only some of these authors have addressed the problem of comprehensively optimising the CO2 network infrastructure design using MILP models and combining those decisions with pricing policies. This article follows in the line of research established by Klokk et al. (2010) and Kuby et al. (2011a). We adopt a different emphasis than previous studies, formulating the problem as one of designing a supply chain network for CCS. To the best of our knowledge, no previous optimisation models have integrated storage capacity uncertainty, pricing policies, and the CCS infrastructure network. The combinatorial optimisation problem considered here is complex to solve, and by association with other problems it can be classified as an NP-Complete problem. In the context of strategies for mitigating climate change, the effects of economic incentive policies such as taxes on carbon dioxide emissions to the atmosphere have not been adequately explored in conjunction with a strategy for CO2 capture and storage. Our contribution in this area is to propose a stochastic MILP model that integrates uncertainty to solve the problem of pricing carbon 5 dioxide emissions while planning the investment required to deploy and to operate a pipeline system for capturing and sequestering the CO2. In addition it is considered pre-established limitations on the number of plants that can be used to capture carbon dioxide as well as the number of reservoirs that can be opened. 3. The problem and mathematical formulation We propose a supply chain framework that provides a holistic understanding of the real problem. The proposed mathematical model and solution of the real problem consider many factors including the following: various geographically dispersed CO2 sources (emitters), several alternative paths (potential) for the transport of the captured carbon dioxide from a source to a reservoir, various alternative types and sizes of pipes for the transport of carbon dioxide, several alternative geographical distributions of geological sites (reservoirs) for carbon dioxide sequestration, limitations on the number of carbon dioxide capture plants to install, limitations on the number of reservoirs to activate, and uncertainty about the real available carbon dioxide storage capacity of the reservoirs. In addition, the proposed model considers different pricing policies (CO2 tax) and their implications on the supply chain network infrastructure. The problem of setting prices on carbon dioxide emissions and designing a supply chain network for the capture and sequestration of CO2 can be defined as follows: Sets and indices Nsourc ¼ set of all sources of CO2 emissions, indexed by i; Nsink ¼ set of all candidate locations (reservoirs) that can sequester CO2, indexed by j; N is the set of all candidate locations (emission sources, reservoirs, intermediate points) that may be part of a path q. Note that Nsourc and Nsink are subsets of N; Q is the set of all possible paths connecting a source of CO2 emissions to a reservoir, where q ε Q; E is the set of all links (edges) e ¼ (i, j) where i, j ε N; R is the set of all alternative pipes r characterised by their diameters (capacities); Q is the set of all possible storage capacity scenarios, indexed by q. Parameters fijr is the installation cost of the tube r between (i, j); fio represents the fixed costs to install a CO2 capture technology at source i (wi); fid indicates the fixed costs of opening a reservoir j (wj) for CO2 sequestration; cij captures the cost of CO2 transport between i and j; coi is the cost of capturing CO2 from source i ε Nsourc; cdj is the cost of operating and injecting CO2 into the reservoir j ε Nsink; p is the price (tax) per tonne of CO2 emissions to the atmosphere; Ki represents the capture capacity of each source i ε Nsourc; Kjq indicates the CO2 storage capacity of reservoir j ε Nsink for scenario q; Kmax is the maximum flow capacity of tube r; r Kmin is the minimum flow operating capacity of tube r; r tsour is the maximum number of CO2 capture plants to be opened; tsink is the maximum number of geological reservoirs to be activated; ri is the efficiency factor (between 0 and 1) of the CO2 capture plant installed at source i. Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 6 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 Decision variables wi, is 1 if a CO2 capture plant is opened in i ε Nsourc, and 0 otherwise; wj is 1 if a CO2 storage reservoir is opened in j ε Nsink, and 0 otherwise; yijr is 1 if a tube type (diameter) r is constructed between i and j, and 0 otherwise; xijq is the CO2 flow (Kt/year) between points i and j for scenario q. follows: Fixed costs X X ði;jÞ2E r2R Prior to presenting the mathematical model of the problem, let us observe some interesting characteristics regarding the deterministic solution for a given scenario q ε Q: Eq 3.2. Objective function Given the uncertainty in the storage capacity of each reservoir, we establish a two-phase stochastic optimisation model to solve the CCS-PSC problem. Variables wi, wj and yijr are assigned as first stage variables, which means that decisions on the installation of CO2 capture plants, activation of reservoirs, and selection and construction of pipelines must be made prior to knowing the actual random parameters. Variables xijq are assigned to second stage variables. Random parameters are assumed to follow finite discrete distributions. The objective function for this problem can be written as i2Nsour X X ði;jÞ2E r2R fjd wj þ j2Nsink X cijr xijq þ X xijq X coi xijq þ ði;jÞ2E ði;jÞ2E sour sink i2N ði;jÞ2E For a path q starting at i and ending at j to be feasible, the following must be true: o at least one i ε Nsourc and at least one j ε Nsink; o the pipes r installed on path q must have sufficient capacity (Kmax ) to carry a CO2 flow xij and a minimum operating car pacity of (Kmin r ); o for all i ε Nsourc, the total outflow from i must be less than or equal to Ki; o for all j ε N sink, the total inflow reaching j must be less than or equal to Kjq;. o the number of sources i ε Nsourc that have CO2 capture plants installed must be less than tsourc; o the number of reservoirs j ε N sink activated must be less than tsink. For a predetermined price p on CO2 emissions, the goal of our CCS supply chain network infrastructure design problem (CCSPSC) is to find a set of feasible paths q and the amount of CO2 emissions that must be captured, transported, and sequestered to minimise fixed and variable costs while keeping the number of CO2 capture plants installed and the number of reservoirs opened less than tsourc and tsink, respectively. To phrase the problem another way, considering the overall goal of reducing CO2 emissions to the atmosphere and mitigating climate change, we want to find a price p and an infrastructure supply chain network of minimum cost that is capable of capturing, transporting, and storing CO2. This supply chain must satisfy the requirements previously mentioned and that we formalise hereafter. In the CCS-PSC problem with uncertainty in the storage capacity of reservoirs, we want to analyse how setting a price p on CO2 emissions affects the infrastructure of the supply chain network as well as the impact of limiting the number of plants to capture CO2 (t source) and the number of reservoirs that are activated (tsink). X fio wi þ Capture, transport, and storage costs " 3.1. Problem characteristics X fijr yijr þ j2N cdj xijq þ X p Ki i2Nsour # (2) where Eq[.] denotes the expected value function with respect to scenario q. The concise form of the objective function can be written as X X X fijr yijr þ ði;jÞ2E r2R X fio wi þ i2Nsour fjd wj þ Eq ½ (2a) j2Nsink We model a finite number of discrete scenarios, and we define lq as the probability of scenario q. The expected value function Eq[.] can be written as X X X ði;jÞ2E r2R q2Q lq cijr xijq þ X X ði;jÞ2E q2Q lq coi xijq þ i2Nsour X q2Q X lq cdj xijq þ 0 p@Ki i2N sour X ði;jÞ2E j2N sink X X ði;jÞ2E q2Q 1 lq xijq A (2b) 3.3. The SMILP model Mathematically, we can formulate the CCS-PSC problem as a Stochastic Mixed Integer Linear Programming (SMILP) model as follows: Minimise Fixed costs (1) þ capture, transport and storage costs (2a). Subject to xijq X Krmax yijr cði; jÞ2E; q2Q (3) Krmin yijr cði; jÞ2E; q2Q (4) r2R xijq X r2R P xijq Ki ri wi c i2 N sour ; xijq Kjq wj c j2 N sink ; q2Q ði;jÞ2E P ði;jÞ2E q2Q (5) (6) Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 X yijr 1 c ði; jÞ2 E 7 (7) r2R X ði;jÞ2E X xijq ¼ X ðj;iÞ2E i h xjiq c j2 N N sour ∪N sink ; q2Q (8) CO2 emission sources Geologic reservoirs wi tsource (9) TransiƟon points i2Nsour X PotenƟal route wj tsink (10) j2Nsink Fig. 3. Example of a potential network for carbon dioxide capture and sequestration. xijq 0 c ði; jÞ2 E; q2Q (11) yijr 2f0; 1g c ði; jÞ2 E; r 2R (12) wi 2f0; 1g c i2 Nsour ∪ N sink (13) The objective function minimises investment and construction costs (1) and the costs of capture, transport, and storage of CO2 plus the cost of emitting CO2 to the atmosphere (2a). Constraints (3) and (4) guarantee that the CO2 flow between the two points i and j is only possible if a tube r with sufficient capacity is installed and operated. Constraint (5) ensures that total emissions captured from each source are smaller than the total generation capacity of these CO2 sources. Constraint (6) ensures that the total amount of CO2 stored in the reservoir does not exceed its capacity. Constraint (7) requires placement of a tube r for almost every connection. Constraint (8) reflects the balance of flow that must exist in every place other than sources and reservoirs. Constraint (9) ensures that the maximum number of CO2 capture plants is not exceeded. Constraint (10) ensures that the maximum number of reservoirs for the storage of CO2 is not exceeded. The remaining restrictions, (11)e(13), are the standard binary and non-negative variables. 3.4. Model observations As observed by Birge and Louveaux (1997) for a related problem, the solution obtained for SMILP is not optimal for any individual scenarios, but it reflects a weighted balance for all the possible scenarios. Note that in the case that the original network includes potential connections between sources of carbon dioxide emissions, this formulation requires adding an artificial source connected with each other source (s) at a cost of zero. The same observation applies to the reservoirs. There is likely a price p for which the volume of carbon dioxide captured is zero. This result indicates that at this price it is cheaper for companies to pay the price (cost, tax) of carbon dioxide emissions to the atmosphere than to invest in a network infrastructure to capture, transport, and sequester CO2. In our case, we analyse various scenarios of uncertainty, and for a range of prices on CO2 emissions we observe the impact on the network in terms of infrastructure and costs. Fig. 3 shows an initial network with various connection options between sources of carbon dioxide emissions (blue circles), transition points (yellow squares), and potential reservoirs (green triangles). The different symbol sizes reflect the volume of carbon dioxide emission, transmission, or storage, respectively. The transition points are potential sites that may be part of the path q that connects sources to reservoirs. Based on Fig. 3 (initial network), Fig. 4 presents a feasible solution to the problem of designing a supply chain network for the capture and storage of carbon dioxide. Note that the blue lines have different thicknesses and different points are joined to form a path from the source to the reservoirs for the storage of carbon dioxide. The thicknesses illustrate that the tubes increase in diameter to carry more carbon dioxide. 4. A case study: CO2 capture and storage in Southeastern Brazil This section presents the implementation of the proposed SMILP model for the South-eastern region of Brazil. Our goal is to analyse the development of the CCS supply chain network in the presence of uncertainty in the storage capacity of reservoirs and with different prices of carbon dioxide emissions for the cement industry. A study by the Intergovernmental Panel on Climate Change in 2005 (IPCC, 2005) pointed out that the main sources of carbon dioxide emissions worldwide are (in tonnes/year): energy generation plants (10,539 million), cement factories (932 million), and refinery plants (798 million). The cement manufacturing industry is a significant industrial CO2 emitter (Benhelal et al., 2012; Vatopoulos and Tzimas, 2012). According to Gao et al. (2015) this sector was responsible for about 7% of the total anthropogenic carbon dioxide emissions worldwide in 2006. For example, the US cement industry had the third rank among pollutant industries with emissions of 29.4 teragrams of carbon dioxide equivalent in 2009. 4.1. Data and scenario settings According to data published by the National Association of the Cement Industry in Brazil (SNIC), the cement manufacturing industry of Brazil is made up of 14 business groups and a total of 79 plants located in different states. According to the SNIC, a total of 66.80 million tonnes (Mt) of cement were sold between June 2011 CO2 emission sources AcƟvated geologic reservoirs TransiƟon points PotenƟal connecƟons AcƟvated connecƟons Fig. 4. A feasible supply chain network solution for the network in Fig. 3. Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 8 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 and May 2012. In our case study, we assume factories with an average annual production capacity between 800 thousand tonnes (t) and 2.5 million tonnes. These data were also based on information published on the SNIC web site (SNIC, 2012). This article validates the proposed model by considering the ~o Paulo, states of Minas Gerais and the South-western portion of Sa ~o Francisco Basin and the eastern part of the Parana including the Sa Basin. Our purpose is to analyse how the uncertainty in the storage capacity of reservoirs affects the pricing (p) of CO2 emissions under different scenarios. In addition, to determine which values of p make it economically favourable for companies to pay taxes and/or invest in deployment and management of a supply chain infrastructure network for capturing, transporting, and sequestering CO2 generated by cement factories located in the study area. A pipeline network is the most feasible type of infrastructure for transporting large amounts of carbon dioxide. Note that this is a sample case study with the objective of validating the capability of the proposed model rather than of supporting the enactment of real public policies on the pricing of CO2 emissions for this sector. Ten cement manufacturing plants emit carbon dioxide in the case study. The production capacities of the specific cement factories considered in our study were randomly assigned using data on the annual average production capacity (between 800 thousand tonnes and 2.50 million tonnes). Other data used in the case study can be obtained from the author, including the following: data on energy consumption and carbon dioxide emissions per tonne of cement produced, formulas for estimating the capacity of the power plant in each cement plant, investment in facilities, and investment in the acquisition and construction of pipelines. We consider an investment of US$ 2310/kW (75% of the figure published in MIT CCSTP, 2007). Table 1 presents data on investments and the volume of carbon dioxide emissions of each plant. For all Table 1 Cement Factories: CO2 emissions and investment in CO2 capture plants. # Cement Factory Emissions KtCO2/year Investment MUS$ 1 2 3 4 5 6 7 8 9 10 Arcos Barroso Carandaí Ijaci Itaú de Minas Matozinhos Montes Claros Pedro Leopoldo Santa Luzia Vespasiano 828.1 1236.9 672 1415.4 1646.4 1243.2 948.5 1652.7 1480.5 959 47443.2 70864.1 38500.0 81090.6 94325.0 71225.0 54341.1 94685.9 84820.3 54942.7 Table 2 Potential reservoirs: capacity, depth, and type. Reservoir Capacity KtCO2/year Depth (m) Type ~o Francisco-1 Sa ~o Francisco-2 Sa -1 Parana 10,000 16,000 8000 800 800 800 Aquifer Aquifer Aquifer the capture plants, we assume an efficiency factor (ri) of 1, despite of the fact that the literature generally recommends a value of 0.9 depending on the type of plant. Three geological reservoirs were identified as alternatives for the sequestration of carbon dioxide in saline aquifers, two located ~o Francisco Basin and one in the Parana Basin - Bauru. The in the Sa total storage capacity of carbon dioxide in the basins of Brazil is ~o Francisco holds 10% of 2035 Gt (Rockett et al., 2011). The Basin of Sa the total capacity for carbon dioxide storage in saline aquifers, Basin can hold more than 400 Gt. This study while the Parana assumed a much smaller capacity, less than 1% of the total storage capacity distributed among the potential reservoirs. These data are shown in Table 2. The characteristics of the pipes for transporting carbon dioxide and other data are shown in Table 3. Note that the minimum flow capacity of a pipe with an 8 inch diameter was artificially reduced to 400 Ktonnes (Kt) per year to avoid a situation in which some plants could not transmit the captured carbon dioxide. The costs of investment, operation, and transport of carbon dioxide were obtained from various sources such as (Energy, 2010) and MIT CCSTP (2007). This study used a planning horizon of 25 years with costs updated at an interest rate of 10%. Fig. 5 shows the study area, identifying the different carbon dioxide emission sources and potential reservoirs (blue points). Several cement factories are located within 40 km of one another, making it difficult to distinguish between them because of the scale of the map. For this reason, Fig. 6 illustrates the potential network connections connecting different sources, transition points, and potential reservoirs, but it is not drawn to scale. In this type of infrastructure project, it is normal to define a cost function that considers (and weights properly) the impacts of different factors (e.g., the type of terrain, the right of way) in the calculation of the cost of building pipelines to transport carbon dioxide. We omit these details to simplify the explanation of the case study, although the proposed model may consider them. To make the case study easy to understand and to visualise the potential applications of the proposed model, some data and technical details are simplified. For example, the pressure of carbon dioxide is assumed to be suitable for transport (10 MPa), it is assumed that no pressure drop occurs during transport, the storage capacity and amount injected in the reservoir as determined by the geological conditions (e.g., porosity and thickness) are integrated into the model as part of the uncertainty, and the arrival pressure of carbon dioxide in the reservoir is assumed to be suitable for injection, avoiding the need to re-pressurise it in another facility. All these technological issues were resolved using similar problems in the gas and oil industry as references and may be incorporated into the model (e.g., Middleton and Bielicki, 2009a, 2009b). For example, the drop in the pressure of carbon dioxide during transport can be prevented by installing booster stations periodically throughout the network. Each of the item costs that exist in the sources and reservoirs were expressed in a single fixed value and another variable value. Fixed costs include the costs of investment in a carbon dioxide capture plant, compression, pumping, and other facilities. In a similar manner, fixed costs of reservoirs include in a Table 3 Types of tubes, capacities, and costs used in the case study. Diameter (in.) Capacity (min) KtCO2/year Capacity (max.) KtCO2/year Cost MUS$/km 8 12 16 20 24 30 1000 1600 3200 6400 9600 16,000 2000 4000 8000 12,000 20,000 36,000 400.0 600.0 800.0 1000.0 1200.0 1500.0 Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 9 Fig. 5. Area of study considering the locations of cement factories and reservoirs (built using www.googlemaps.com). single value the costs of screening, evaluation and drilling activities, construction, and re-pressurising and pumping facilities, among other costs. The model allows these costs to be divided and analysed in detail if necessary. 5. Results and analysis of the case study The proposed model was programmed in GAMS and CPLEX was used (parameters and default setting) as the optimiser. All results were obtained in less than 3 s using a PC i5 with 2.3 GHz and 4 Gb RAM. To illustrate the result of the model, Table 4 presents three scenarios (A, B, and C) for evaluating the uncertainty of the storage capacity of the reservoirs. Scenario B is the base case: the storage ~o Francisco capacity of the two potential reservoirs located in Sa Basin is equal to 0.2% of the total potential storage capacity (uniformly distributed over 25 years); the storage capacity of the po Basin is 0.1% of the total tential reservoir located in the Parana potential storage capacity because this Basin is the largest Basin in Brazil, crossing several states. Scenarios A and C were obtained by Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 10 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 São Francisco 1 (11) 7 São Francisco 2 (12) 6 CO2 emission sources 8 1 Geologic reservoirs PotenƟal connecƟons 10 9 5 3 4 Paraná 1 (13) 2 Fig. 6. Basic network showing the locations of cement plants, potential geological reservoirs, and potential connections between points. Table 4 Scenarios A, B, and C: reservoir storage capacities and probabilities. Scenario ~o Francisco 1 (11) Sa ~o Francisco 2 (12) Sa 1 (13) Parana Probability A B C 8000 8000 9600 5000 10000 12000 10000 16000 19200 0.25 0.50 0.25 generating a random number between [0,1] higher or lower than the base scenario. We evaluated two cases (I and II) for different prices (p) on carbon dioxide emissions not captured per year in US$ per tonne of carbon dioxide (US$/tCO2) ranging between 30.0 and 60.0 (US$/tCO2). a. Case I: The maximum numbers of carbon dioxide capture plants that could be installed and reservoirs that could be activated was limited to ten and three, respectively. These are not active constraints for this case study because those numbers correspond to the maximum number of potential sources and candidate reservoirs. b. Case II: The maximum numbers of capture plants and reservoirs that could be activated were limited to ten and one, respectively. In this case the maximum on the number of reservoirs to be opened is reached. For these different pricing policies, the model tries to find the best reservoir to open in terms of the fixed and variable costs. Table 5 presents, for the price range of 30e60 US$/tCO2, the carbon dioxide captured in each scenario, the objective solution value (total cost) and the total cost of emitting carbon dioxide to the atmosphere. To illustrate the results, prices p are reported in the first column and the following columns show the amount of carbon dioxide captured in Kt/year for each scenario (A, B, and C), the total cost in thousands of US$ (MUS$) and the total cost paid (MUS$) per amount of carbon dioxide emitted to the atmosphere (not captured). For example, for a price of 35US$/tCO2, we observed that a total of 3.061 million tonnes of carbon dioxide were stored per year, that the project implementation and operation of the CCS Table 5 Case I: Volume of carbon dioxide captured, total solution cost (objective function value), and cost of emissions not captured for different values of p (CO2 tax) and different scenarios. Price US$/tCO2 CO2 captured Kt/year A B C 30 33 35 40 50 60 0 0 3061.8 6906.2 8889.9 11075.3 0 0 3061.8 6906.2 9734.3 11410.7 0 0 3061.8 6906.2 9734.3 11410.7 Total solution cost, MUS$ Cost of CO2 Emissions, MUS$ 3262329.0 3624810.0 3848358.8 4079742.0 4396979.1 4547619.5 3262329.0 3624810.0 2886700.0 1863500.0 1151800.0 408160.0 supply chain would cost a total of MUS$ 3,848,358.8, and that the cost of carbon dioxide emissions not captured was MUS$ 2,886,700.0. Observe that for a price (tax) less than 33 US$/tCO2, it is economically favourable for companies to pay for all the carbon dioxide emissions to the atmosphere rather than capturing them. Thus, from the point of view of sustainability, this price will not contribute to reducing the concentration of carbon dioxide in the atmosphere. As expected, Fig. 7 illustrates that when the price (tax) on carbon dioxide emissions to the atmosphere is increased, companies implement a CCS supply chain network, thereby reducing the cost paid for carbon dioxide emissions not captured. For example, for a price p ¼ 60 US$/tCO2, the cost paid for emissions not captured is MUS$ 408,160.0, much smaller than the amount paid when p ¼ 35 US$/tCO2. In Fig. 8 we observe that the higher the price p, the greater the amount of carbon dioxide captured per year. The Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 11 5000000.0 4500000.0 4000000.0 3500000.0 Cost MUS$ 3000000.0 2500000.0 2000000.0 1500000.0 1000000.0 500000.0 Total Cost MUS$ Total cost to emit CO2 0.0 30 33 35 40 price p US$/tCO 50 60 Fig. 7. Case I: price p of CO2 emissions vs. total cost and the cost to emit carbon dioxide. 12000 10000 CO2 captured, Kt/ year 8000 6000 4000 2000 Scenario A - CO2 captured Kt/y Scenario B - CO2 captured Kt/y Scenario C - CO2 captured Kt/y 0 30 33 35 40 price p US$/tCO2 50 60 Fig. 8. Price p on carbon dioxide emissions vs. carbon dioxide captured for different scenarios. amount of carbon dioxide captured is zero for rates between 30 and 33 US$/tonne. Note that in terms of carbon dioxide captured, three scenarios present the same results except for p values of 50 and 60 US$/tCO2, while a minor amount is captured in scenario A. For different values of p, Tables 6e8 show the evolution of the infrastructure of the CCS supply chain network in detail. Note that as the price p per tonne of carbon dioxide not captured is increased, the infrastructure of the supply chain network becomes more complex. For example, for p ¼ 35 US$/tCO2, Fig. 9 shows that the supply chain network is formed by two carbon dioxide capture 1 (13) reservoir plants installed in cement factories 4 and 5, Parana is activated and the plants are linked directly to this reservoir using 8 inch diameter pipes (Table 5). However, when p ¼ 60 US$/tCO2 (Fig. 10), the network grows to 9 carbon dioxide capture plants Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 12 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 Table 6 Case I (p ¼ 35 US$/KtCO2): capture plants and pipes installed, carbon dioxide captured and flow for different scenarios. Capture plant wi 4 5 Connection yijr 4e13 5e13 Tube Diameter (in.) 8 8 TOTAL CO2 captured, Kt/year Plant wi Flow, Kt CO2/year, xijs A B C A B C 1415.4 1646.4 1415.4 1646.4 1415.4 1646.4 1415.4 1646.4 1415.4 1646.4 1415.4 1646.4 3061.8 3061.8 3061.8 Table 7 Case I (p ¼ 50 US$/KtCO2): capture plants and pipes installed, carbon dioxide captured and flow for different scenarios. Capture plant wi 1 4 5 6 7 8 9 10 Connection yijr 1e13 4e13 5e13 6e12 7e12 8e12 9e10 10e12 Tube Diameter (in.) 8 8 8 8 8 8 8 8 TOTAL CO2 captured, Kt/year Plant wi Flow, Kt CO2/year, xijs A B C A B C 828.1 1415.4 1646.4 1039.8 948.5 1652.7 400.0 959.0 828.1 1415.4 1646.4 1243.2 948.5 1652.7 1041.0 959.0 828.1 1415.4 1646.4 1243.2 948.5 1652.7 1041.0 959.0 828.1 1415.4 1646.4 1039.8 948.5 1652.7 400.0 1359.0 828.1 1415.4 1646.4 1243.2 948.5 1652.7 1041.0 2000.0 828.1 1415.4 1646.4 1243.2 948.5 1652.7 1041.0 2000.0 8889.8 9734.3 9734.3 Table 8 Case I (p ¼ 60 US$/KtCO2): capture plants and pipes installed, carbon dioxide captured and flow for different scenarios. Capture plant wi Connection yijr Tube Diameter (in.) 1 2 4 5 6 7 8 9 10 1e13 2e4 4e13 5e13 6e12 7e11 8e12 9e10 10e12 8 8 12 8 8 8 8 8 12 TOTAL CO2 captured, Kt/year Plant wi Flow, Kt CO2/year, xijs A B C A B C 828.1 1236.9 1415.4 1646.4 1243.2 948.5 1652.7 1145.1 959.0 828.1 1236.9 1415.4 1646.4 1243.2 948.5 1652.7 1480.5 959.0 828.1 1236.9 1415.4 1646.4 1243.2 948.5 1652.7 1480.5 959.0 828.1 1236.9 2652.3 1646.4 1243.2 948.5 1652.7 1145.1 2104.1 828.1 1236.9 2652.3 1646.4 1243.2 948.5 1652.7 1480.5 2439.5 828.1 1236.9 2652.3 1646.4 1243.2 948.5 1652.7 1480.5 2439.5 11075.3 11410.7 11410.7 installed (only the third factory has not installed a plant and all the carbon dioxide emissions of this factory are released directly into ~o Francisco 1 (11) the atmosphere), three reservoirs are activated, Sa 1 (13), and 3 subnets are established to and 2 (12) and Parana capture carbon dioxide from 9 (out of 10) cement factories. Note that in this scenario it was necessary to use 12 inch diameter pipes to link 4e13 and 10e12 (Table 8). Observe also that the amount of carbon dioxide captured from each cement factory is the same for all the scenarios, except for scenario A and for the carbon dioxide capture plants installed in cement factories 9 and 10 (Fig. 10 and Table 8). We do not provide a figure for p ¼ 50 US$/tCO2. However, observe from Table 7 that the infrastructure of the SC network is quite similar among all three scenarios. The carbon dioxide captured from cement factories 6 and 9 is only different for scenario A. Table 7 illustrates that carbon dioxide capture plants for factories 2 and 3 are not installed. Table 8 shows that a carbon dioxide capture plant for factory 3 is not installed. Fig. 11 illustrates for p ¼ 60 US$/tCO2 and scenarios A and B the contributions of each factory to the total volume of carbon dioxide captured, transported, and stored. For scenario A, note that plant 4 (green) contributes 13% of the total amount of carbon dioxide captured, while plants 1 and 5 contribute 7% and 15%, respectively. For scenario B, the contributions of plants 1, 4 and 5 are 1%, 12% and 15%, respectively. Fig. 12 illustrates for scenario A and the same value of p ¼ 60 US$/tCO2 the volume of carbon dioxide captured (red colour) and the total amount of carbon dioxide emitted by each factory (blue colour). Note that for all cement factories with carbon dioxide capture plants installed, the entire amount of carbon dioxide is captured, transported, and stored, except for factory 9, where only 70% of carbon dioxide was captured. Table 9 presents the results for Case II and different values of p, including the amount of carbon dioxide captured in each scenario, the value of the objective function, and the cost of emitting carbon dioxide to the atmosphere. For the price p ¼ 60 US$/tCO2, the total cost is MUS$ 5,323,485.7, representing an increase of 17% compared with the cost obtained (MUS$ 4,547,619.5) for Case I with the same value of p. The cost of carbon dioxide emissions not captured increased significantly with respect to Case I. This cost is MUS$ 1,907,300.0, representing a 360% increase over the amount paid in Case I (MUS$ 408,160.0). This increase in cost is explained because the total amount of carbon dioxide captured per year decreased by an average of 30% with respect to Case I. For p ¼ 50 US$/tCO2, we observe that the objective function value, the cost of carbon dioxide emissions not captured, and the average amount of carbon dioxide Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 13 São Francisco 1 (11) 7 São Francisco 2 (12) CO2 emission sources acƟvated CO2 emission sources Not-acƟvated 6 Geologic reservoirs acƟvated 8 1 Geologic reservoirs Not-acƟvated AcƟvated connecƟons 10 9 5 3 4 Paraná 1 (13) 2 Fig. 9. The CCS supply chain network for Case I (p ¼ 35 US$/tCO2), scenarios A, B, and C. 3000.0 2500.0 CO2 2000.0 CO2 flow from plan i scenario A 1500.0 CO2 flow from plant i scenario B 1000.0 CO2 flow from plant i scenario C 500.0 0.0 1 2 4 5 6 7 8 9 10 Plants Fig. 10. CCS supply chain network for Case I (p ¼ 60 US$/tCO2) and carbon dioxide flow for each scenario. CO2 captured by plant - Scenario B CO2 captured by plant - Scenario A 9 10% 10 9% 1 7% 1 7% 2 11% 4 13% 8 15% 9 13% 6 11% 5 15% 4 12% 8 15% 7 8% 7 9% 2 11% 10 8% 6 11% 5 15% Fig. 11. Case I (p ¼ 60 US$/tCO2): contribution of each plant to total carbon dioxide captured for scenarios A and B. captured are MUS$ 4,877,620.4, MUS$ 2,902,200.0, and 3061.8 Kt CO2/year, respectively. Comparing these values with those obtained in Case I, less CO2 is captured and the cost of the solution is higher. Finally, note that the same amount of carbon dioxide is captured for Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 14 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 Total CO2 emissions by plant Total CO2 captured by plant - Scenario A For Cases I and II, Fig. 13 shows the cost of the solution (objective function value) and the cost of emitting carbon dioxide for different values of p. We conclude that limiting the number of reservoirs that can be activated could increase the implementation costs of the CCS supply chain network and also increase costs for the carbon dioxide emissions not captured. Tables 10 and 11 illustrate the infrastructure of the CCS supply chain network for p ¼ 50 US$/tCO2 and p ¼ 60 US$/tCO2. Observe that no carbon dioxide is captured for plant 10 and scenario A. In ~o Francisco 2 reservoir has an this case, the storage capacity of the Sa impact, and all carbon dioxide emissions generated by this plant go into the atmosphere. 6. Conclusions and future work Fig. 12. eCase I (p ¼ 60 US$/tCO2): carbon dioxide emissions and capture by plant for scenario A. p ¼ 35 US$/tCO2 and p ¼ 40 US$/tCO2 because the infrastructure of the supply chain network is the same. The difference in the amounts paid for carbon dioxide emissions not captured results from the difference between the values of p. Table 9 Case II: Amounts of carbon dioxide captured, total solution costs, and costs of emissions not captured for different values of p (CO2 tax) and different scenarios. Price US$/tCO2 CO2 captured, Kt/year A B C 35 40 50 60 3061.8 3061.8 5000.0 5000.0 3061.8 3061.8 5844.4 9734.3 3061.8 3061.8 5844.4 9734.4 Total Cost MUS$ Cost CO2 MUS$ 3848358.8 4209194.8 4877620.4 5323485.7 2886700 3247500 2902200 1907300 This paper studied and modelled the interactions between two strategies proposed by the scientific community to reduce the CO2 emissions to the atmosphere and to mitigate the effects of climate change: the establishment of prices on carbon dioxide emissions to the atmosphere and carbon dioxide capture and storage network infrastructure. Uncertainty in the storage capacities of reservoirs for carbon dioxide sequestration has been indicated as an important issue in the deployment and cost of the CCS infrastructure network. To study and analyse the relationships between those mitigation strategies and the uncertainty of the storage capacity of reservoirs, we propose a stochastic optimisation model based on a two-stage Stochastic MILP. This model considers both technical and economic factors to simultaneously address the effects of carbon dioxide pricing and the development of a network for capturing, transporting, and sequestering carbon dioxide in geological reservoirs. The proposed model will help to understand and assess how uncertainty in the storage capacity of carbon dioxide can impact the costs, the use of sources, pipelines, and reservoirs in the network infrastructure of the supply chain. The optimisation problem is 6000000.00 5000000.00 Cost MUS$ 4000000.00 3000000.00 2000000.00 1000000.00 Total Cost MUS$ Case I Total cost to emit CO2 Case I Total Cost MUS$ Case II Total cost to emit CO2 Case II 0.00 30 33 35 40 price p US$/tCO2 50 60 Fig. 13. Cases I and II: price p of carbon dioxide emissions vs. total cost and cost to emit carbon dioxide. Please cite this article in press as: Santibanez-Gonzalez, E.D.R., A modelling approach that combines pricing policies with a carbon capture and storage supply chain network, Journal of Cleaner Production (2017), http://dx.doi.org/10.1016/j.jclepro.2017.03.181 E.D.R. Santibanez-Gonzalez / Journal of Cleaner Production xxx (2017) 1e16 15 Table 10 Case II (p ¼ 50 US$/KtCO2): capture plants and pipe installed, carbon dioxide captured, and flow. Capture plant wi 6 7 8 9 10 Connection yijr 6e12 7e12 8e12 9e10 10e12 Tube Diameter (in.) 8 8 8 8 8 TOTAL CO2 captured, Kt/year Plant wi Flow, Kt CO2/year xijs A B C A B C 1039.8 948.5 1652.7 400.0 959.0 1243.2 948.5 1652.7 1041.0 959.0 1243.2 948.5 1652.7 1041.0 959.0 1039.8 948.5 1652.7 400.0 1359.0 1243.2 948.5 1652.7 1041.0 2000.0 1243.2 948.5 1652.7 1041.0 2000.0 5000.0 5844.4 5844.4 Table 11 Case II (p ¼ 60 US$/KtCO2): capture plants and pipe installed, carbon dioxide captured, and flow. Capture plant wi Connection yijr Tube Diameter (in.) CO2 captured, Kt/year Plant wi A B C A B C 1 4 5 6 7 8 9 10 1e12 4e1 5e1 6e12 7e12 8e12 9e10 10e12 12 8 8 8 8 8 8 12 800.0 400.0 400.0 1243.2 948.5 808.3 400.0 0.0 828.1 1415.4 1646.4 1243.2 948.5 1652.7 1041.0 959.0 828.1 1415.4 1646.4 1243.2 948.5 1652.7 1041.0 959.0 1600.0 400.0 400.0 1243.2 948.5 808.3 400.0 400.0 3889.9 1415.4 1646.4 1243.2 948.5 1652.7 1041.0 2000.0 3889.9 1415.4 1646.4 1243.2 948.5 1652.7 1041.0 2000.0 5000.0 9734.3 9734.4 TOTAL considered NP-Complete, meaning that it is theoretically difficult to solve. To validate the potential application of the proposed methodology, the cement industry in a large area of Brazil is used as a case study. In particular, we analyse how pricing policies on carbon dioxide emissions affect the costs and the deployment of a CCS supply chain network. This SC network comprises the emissions of ~o cement factories located between the northwest of the state of Sa Paulo and the state of Minas Gerais, including potential geological reservoirs (saline aquifers) located in the eastern part of the Parana ~o Francisco. We present results for different Basin and the Basin of Sa prices on yearly emissions not captured ranging between 30 and 60 USD$/tCO2. We consider three scenarios of storage uncertainty and propose two different analyses for each of the prices in a pre-set range. As might be expected, we found that an increase in the price of carbon dioxide not captured provides factories with a motivation to develop a CCS network infrastructure, increasing the complexity of the network infrastructure of the supply chain, reducing carbon dioxide emissions to the atmosphere, and also reducing the costs of these emissions. This fact can be observed for p ¼ 60 USD$/tCO2, the highest price, captured plants are installed in almost all the cement factories except the factory 3, all three reservoirs are opened and two tube diameters has to be installed to support the CO2 capture and storage supply chain network. On the other hand, for p ¼ 35 US$/tCO2, the supply chain network is formed by two carbon dioxide capture plants installed in cement factories 4 and 5, only one reservoir is activated and the plants are linked directly to this reservoir using 8 inch diameter pipes. We also observe that at the same price of carbon dioxide not captured, limiting the number of reservoirs that can be opened may increase the amount of carbon dioxide in the atmosphere and significantly increase the costs paid by companies. For instance, for price p ¼ 60 US$/tCO2, when it is limited the number of reservoirs to open, the total cost is MUS$ 5,323,485.7, representing an increase of 17% compared with the cost of MUS$ 4,547,619.5 obtained without limiting the number of reservoirs that can be open. In addition, the cost of carbon dioxide emissions not captured increases 360% over Flow, Kt CO2/year xijs the amount paid when the number of reservoirs to open is not limited. Plants for carbon dioxide capture and pipeline construction costs represent important portions of the total cost of implementing a supply chain network for CCS. Future research should evaluate different cost structures for these items and how these topologies are impacted by the prices of carbon dioxide emissions to the atmosphere and the uncertainty in the storage capacity of reservoirs. Further research should explore solution methods to solve this type of stochastic MILP problems. 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