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TECHNICAL PAPER



         3.1.2 Electricity Grid Mix Process                     of materials and energy, a Maintenance Factor was built into
                                                                the model. The Maintenance Factor is input as a percentage of
         The electricity grid mix is based on the Canadian electricity   the initial material and energy inputs (ex. a value of 20% means
         grid mix process from the GaBi Extension database XVII: Full   that over the life of the concrete, 20% more of the materials and
         US, which includes biogas, biomass, hard coal, heavy fuel oil,   energy required for initial placement must be input to maintain
         hydropower, natural gas, nuclear, photovoltaics, wind and   the concrete). A value of 20% was selected and is applied to all
         waste-to-energy. To increase the geographical and temporal   of the mix designs included in this study.
         correlation to the scope of this work, the ratio of the individual
         types of generation was modified to reflect the supply mix of   3.1.7 End-of-Life Process
         Ontario in 2014 (shown in Figure 2).
                                                                ‘End of life’ is the final stage in a cradle-to-grave LCA. The
         3.1.3 Water Treatment Process                          potential disposal options for concrete products include
                                                                recycling, landfill, and reuse. This study considers that concrete
         Racoviceanu et al.  [16]  used the economic input-output life-  is typically crushed in place for reuse as fill. This activity, as with
         cycle assessment model and the GHGenius model to quantify   all on-site activities, is assumed to be powered by diesel. The
         the energy use and greenhouse gas emissions for the City of   energy required to crush one tonne of concrete is estimated 34
         Toronto municipal water treatment system. Several processes   MJ  [18] . The emissions were estimated using the emission factors
         were considered including chemical manufacturing, chemical   according to Athena .
                                                                                 [4]
         transportation, and water treatment facility operation.
                                                                3.2 Processes Included in the Life Cycles of
         3.1.4 Aggregate Processes
                                                                Alternative Concrete Constituents
         Four aggregate processes are integrated in the LCA model:
         i) fine aggregate production, ii) coarse aggregate production,   3.2.1 Slag Processing and Transportation
         iii) fine aggregate transportation, and iv) coarse aggregate   Processes
         transportation. To build each of these processes, data for energy   SL, a by-product of the steel industry, requires processing
         requirements, raw material requirements, atmospheric emissions   before it can be incorporated into concrete. Energy and
         and liquid effluents were collected for the extraction, processing,   emissions for this processing are quantified by Marceau, Nisbet
                                                    [4]
         and transportation of the fine and coarse aggregates . Based   & VanGeem  [19] . Upstream energy, raw materials, and emissions
                        [4]
         on a previous LCI , road transportation by diesel-powered truck   are not included in this process as SL is generated regardless of
         requires 1.18 MJ/t-km. Emissions factors for road transportation   whether it is incorporated into concrete, disposed of in a landfill,
         by truck are taken from Athena . For this work, where all the   or any other usage. Using SL in concrete is environmentally
                                   [4]
         transportation processes use the same mode (truck), the route   beneficial, and so excluding upstream processes is conservative.
         with the longest distance indicates the worst-case transportation   This is an assumption commonly used in concrete LCAs  [20, 21] .
         scenario (200 km for fine and coarse aggregates).      The corresponding emissions factors are taken from Athena
                                                                                                                [4]
                                                                and the worst-case transportation scenario is from Hamilton
         3.1.5 Concrete Production Process                      (Ontario, Canada) via Picton (Ontario, Canada) to Toronto
         The concrete production process represents the stage in the   (Ontario, Canada) (498 km).
         life cycle where the various concrete constituents, including
         water, cement, fine aggregate and coarse aggregate, are   3.2.2 Fly Ash Transportation Process
         combined in order to create concrete. The mix proportions are   FA is a by-product of coal burning. It is a fine powder that
         entered into the parameterized model according to the mix   does not require further processing before it is incorporated
         designs described in Table 1. In addition to the raw material   into concrete as cement replacement. As with SL, upstream
         requirements, the batching and mixing processes require   energy, raw materials, and emissions are not included in this
         energy; Prusinski et al.  [17]  calculated a value of 247 MJ for the   process, which is a common and conservative assumption  [18, 19] .
         production of a cubic metre of concrete.               FA transportation is modeled based on FA sources and modes
                                                                of transportation that are typical. The corresponding emissions
         3.1.6 Concrete Maintenance Process                     factors are shown in Athena  and the worst-case transportation
                                                                                       [4]
         Concrete maintenance activities are highly dependent on the   scenario is from Pleasant Prairie (Wisconsin, USA) to Toronto
         specific concrete application and environmental conditions that   (Ontario, Canada) (937 km).
         the concrete is exposed to over its life. In terms of life cycle
         assessment, however, they can be represented as additional   3.2.3 Silica Fume Transportation Process
         quantities of materials and energy that are required over the   SF is a by-product of silicon production. Physically, it is a very
         entire life of the concrete. In order to estimate these impacts   fine powder that does not require further processing before it is


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