Page 93 - Materials Chemistry, Second Edition
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Life Cycle Assessment: Principles, Practice and Prospects
              80
                 Table 7.1  Subsystem aggregations
                  Concrete systems                         Ceiling and wall systems
                    Concrete in situ                         Masonry block walls
                    Pre-cast concrete                        Cement render
                    Bored piles                              Plasterboard, fibreboard
                    Retaining wall                           Tiling
                  Steelwork systems                          Glasswork
                    Hand rails, barriers gates and other steelwork  Interior paintwork
                    Facade metal cladding                  Seating and roof systems
                    Structural steelwork                     Stadium seating
                  Building services systems                  Polycarbonate roof
                    Hydraulics system                      Other systems
                    Mechanical and air conditioning system   Lifts and escalators
                    Electrical system                        Arena track
                    Fire service system
                    Stormwater system


                 other studies especially for the operational phase; for example, forecast energy use for the
                 building (Rudds 1998) and forecast water use (Sinclair Knight Merz 1998) (cited in Janssen
                 and Buckland 2000).

                 7.2.1.1 Results
                 Table 7.2 summarises the LCA results for energy use, greenhouse gas emissions, solid waste
                 production and water use (DPWS 1998, cited in Janssen 1999).
                    At the procurement stage, concrete and steelwork dominated. Most energy was used in
                 making the materials and only 6% was used in transport. However, as shown in both Table 7.2
                 and Figure 7.1a, the procurement energy impact was found to be less significant (18%) than the
                 operational energy impact of the building over the 50-year estimated life cycle. The LCA
                 showed that an estimated 675 000 tonnes of solid wastes would be produced over the life of the
                 building, 385 000 tonnes of which would arise during demolition, and would therefore
                 comprise of mixed building materials. The assumed waste routes are shown in Figure 7.1b.
                    In terms of comparative performance, the LCA showed that, in its operational phase, the
                 stadium used 30% less energy than other conventional stadiums with the same functional unit
                 (Fig. 7.2a). Further reductions were quantified in water, with up to 77% of total water used
                 either sourced from recycled water or collected on-site (Fig. 7.2b).


                      (a)                                    (b)
                                Procurement  Construction &      Unknown
                       Demolition  18%      reconfiguration       disposal
                        1%                    2%                   20%
                                                                                        Waste to
                                                          Waste to                      reuse or
                 Operation &                               landfill                     recycling
                 maintenance                               12%                            68%
                   79%
                 Figure 7.1  (a) Energy and (b) waste performance (after Janssen 1999).








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