Improving Sustainability of Steel Roofs: Life Cycle Assessment of a Case Study Roof
Abstract
:1. Introduction
2. Methods and Life Cycle Assessment Processes
2.1. Goal and Scope of LCA
2.2. Life Cycle Inventory (LCI)
2.3. Life Cycle Impact Assessment (LCIA)
- Global warming potential (GWP): greenhouse gasses and global warming—fossil + biogenic
- Ozone depletion potential (ODP): damage to ozone in the upper atmosphere
- Acidification potential (AP): acidification of soil or water
- Eutrophication potential (EP): over-fertilisation and excessive biomass growth
- Photochemical ozone creation potential (POCP): impact of ozone and other oxidants in lower atmosphere
- Abiotic depletion potential—elements (ADPE): elements, minerals and energy consumed
- Abiotic depletion potential—fossil (ADPF): consumption of fossil resources
GaBi Modelling
2.4. Other Assumptions
- Assumptions regarding the roll forming and storage facility processes are noted in Appendix A.
- The processes not included in the assessment had a negligible effect on the overall environmental impacts of the roof.
- The generic inventory and LCI data in the software was a reasonably accurate representation of the processes and impacts from the production of the local manufactured long run roofing profile with five ribs.
3. Results
3.1. Life Cycle Assessment of Organic Coated Steel Coil
3.2. Life Cycle Assessment of the Long Run Roofing Profile with Five Ribs
3.3. Life Cycle Assessment of the Ancillary Items
3.4. Life Cycle Assessment of the Case Roof including Ancillary Items
4. Discussion and Recommendations
4.1. Importance of Source of Steel Coil for Roofing in LCA
4.2. Consideration of Ancillary Items in LCA
4.3. Recommendation for Improving the Sustainability of Steel Roofing Products
- There was a large part of the environmental impact from the steel roof product’s raw materials and manufacturing processes. The processes were identified as the hotspots of the steel roofing product by having more than 50% environmental impact across all indicators. In addition, when including the ancillary items, the steel roofing production processes also had the biggest environmental impact, accounting for more than 80% of the total impact in most categories. Therefore, this highlights the potential room for improvement in the steel roofing product’s environmental performance by reducing the effects of the product’s manufacturing processes. Optimising the steel roof design can be one of the solutions for reducing the impacts of the manufacturing processes. Reducing the weight of steel used can potentially reduce the amount of raw material and also the amount of energy used during the manufacturing process.
- Although the roll forming process had lower environmental impacts than others, identifying the highest impacts from the components during the process was performed. The machine used in the study to press and cut the steel coil into the final long run roofing profile with five ribs had the largest impact on the environment, which is 69% of the total impacts, in comparison with other activities in the processes. One of the other contributing factors was the direct electricity consumption used by the machine. According to 2019 national electricity supply data [76], most of the electricity supply in New Zealand is primarily from renewable energy sources. However, 17.5% of the energy generated is from burning fossil fuels [76]. Thus, improving renewable energy production, such as using photovoltaic (PV) panels in manufacturing sites, can reduce the effects of fossil fuel consumption during the roll forming process.
- It was found that the recycling of steel products at the EOL stages had a significant positive influence on the environmental impacts for all impact categories. There was a significant recovery of the life cycle impacts after the recycling process, which could reduce the impact values by up to 45% of the total impacts in GWP, POCP, and ADP fossil indicators. Therefore, it highlights the importance of the reuse and recycling processes of the steel roofing product in improving its environmental performance.
- LCA should consider the source of the steel coil used in roofing. When the final guidance for completing a simple LCA is released, it should include data to consider all major brands of steel coil used for roofing. EPDs are available for NZ products, and data for roofing made from an imported coil is presented in the study.
- Roll forming processes to convert steel coil to roofing are negligible and can be ignored. However, the transportation of the coil to the roll forming site should be considered if the steel coil is imported.
- Ancillary items should be considered in LCA; however, a simple increase in emissions from steel roofing is considered suitable for simplified LCA. The data for the factor of increase for each impact category is provided in the study.
5. Conclusions
- It was found that for all impact categories, on average, coated steel coil manufactured globally had less than 70% of the impact of the New Zealand product.
- The roll forming process to convert coated steel coil to steel roofing had an insignificant effect on overall emissions, less than 0.5% of the total impacts for six out of the seven impact categories. On the other hand, transportation of steel coil was responsible for a significant proportion of impacts, accounting for 49% of the eutrophication potential and 6% of the global warming potential for steel coil imported from South Korea.
- Ancillary items accounted for less than 30% of total roof emissions for all impact categories except eutrophication (40%). Gutter and flashings accounted for at least 10% of total emissions for all impact categories, and there were also notable emissions from underlay and timber purlins or fascia boards.
- The overall global warming impact from the steel roof was 12 kg CO2-eq for every 1 m2 of floor area.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
Appendix A
Appendix A.1. De-Coiler
- De-coiler model: Haixing HX.
- Output: 1 m of roofing/5 s based on speed of roll forming machine.
- Power usage: 3 kW assumed continuously for operation resulting in an estimated power use of 0.0066 kWh/m2 of roofing.
Appendix A.2. Roll Forming (and Cutting) Machine
- Roll forming model: Xianfa XF42.
- Machine output: Based on a YouTube video of the operating machine, an output of approximately 1 m of roofing per 5 s was determined.
- Power usage: 7.5 kW assumed to be used continuously during the machine’s operation resulting in an estimated power use of 0.016 kWh/m2 of roofing.
Appendix A.3. Forklift
- Length of steel in one coil: 500 m.
- Gas use by forklift: 2.75 kg/h.
- Handling time per coil prior to profiling in factory: 10 min → 0.012 kg/m2-roofing.
- Handling time per coil in storage: 10 min → 0.012 kg/m2-roofing.
Appendix A.4. Other Power Usage
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Item | Material in GaBi | Qty | Unit | kg/m2-Floor | |
---|---|---|---|---|---|
Steel | The long run roofing profile with five ribs—0.55mm | Organic steel coil | 376 | Lin/m | 5.800 |
Ridge/barge flashing | Organic steel coil | 80 | Lin/m | 0.590 | |
Eave drip flashing | Organic steel coil | 18 | Lin/m | 0.050 | |
125 box gutter | Organic steel coil | 18 | Lin/m | 0.100 | |
Internal gutter | Organic steel coil | 5 | Lin/m | 0.020 | |
Others | Fascia board (ridge/barge/eaves) | Pine | 95 | Lin/m | 0.460 |
Timber purlins/battens | Pine | 1 − 70 × 45 | at 900 crs | 1.500 | |
Underlay | Polypropylene film | 7 | 50 m2 rolls | 0.130 | |
Flashing tape | Aluminum foil + rubber | 10 | Lin/m | 0.002 | |
Excluded | Roof truss and brackets, fixings, soffit boards, gutter brackets, downpipes, touch-up paint, and gutter pipe flashings | n/a |
Impact Category | Unit | 1 m2 of 5-rib Trapezoidal Steel Profile | |
---|---|---|---|
Imported Organic Coated Steel Coils | Locally Sourced Organic Coated Steel Coils | ||
Global Warming Potential | kg CO2-eq | 1.49 × 101 | 2.20 × 101 |
Ozone Depletion | kg CFC11-eq | −4.21 × 10−9 | 4.85 × 10−9 |
Acidification | kg SO2-eq | 4.42 × 10−2 | 1.99 × 10−1 |
Eutrophication | kg PO4-eq | 3.81 × 10−3 | 1.05 × 10−2 |
Photochemical Ozone Creation | kg C2H4-eq | 6.93 × 10−3 | 1.11 × 10−2 |
Abiotic Depletion—Elements | kg SB-eq | 8.37 × 10−5 | 1.79 × 10−4 |
Abiotic Depletion—Fossil | MJ | 1.61 × 102 | 2.84 × 102 |
Impact Category | Unit | Life Cycle Modules | Total | ||
---|---|---|---|---|---|
A1–A3, D | A2 1 | C3–C4 2 | |||
Global Warming Potential | kg CO2-eq | 9.97 | 5.17 × 10−1 | 7.00 × 10−2 | 1.06 × 101 |
Ozone Depletion | kg CFC11-eq | −2.50 × 10−8 | Negligible | 7.93 × 10−15 | −2.5 × 10−8 |
Acidification | kg SO2-eq | 3.32 × 10−2 | 1.22 × 10−2 | 2.00 × 10−4 | 4.60 × 10−2 |
Eutrophication | kg PO4-eq | 2.85 × 10−3 | 2.40 × 10−3 | 2.82 × 10−5 | 5.28 × 10−3 |
Photochemical Ozone Creation | kg C2H4-eq | 4.93 × 10−3 | −1.26 × 10−3 | 1.73 × 10−5 | 3.69 × 10−3 |
Abiotic Depletion—Elements | kg SB-eq | 8.00 × 10−5 | Negligible | 2.68 × 10−8 | 8.00 × 10−5 |
Abiotic Depletion—Fossil | MJ | 1.09 × 102 | Negligible | 9.70 × 10−1 | 1.10 × 102 |
Impact Category | Percentage Increase of Roofing Only Impacts |
---|---|
Global Warming Potential | 9% |
Ozone Depletion | 14% |
Acidification | 24% |
Eutrophication | 40% |
Photochemical Ozone Creation | 3% |
Abiotic Depletion—Elements | 14% |
Abiotic Depletion—Fossil | 27% |
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Roy, K.; Dani, A.A.; Ichhpuni, H.; Fang, Z.; Lim, J.B.P. Improving Sustainability of Steel Roofs: Life Cycle Assessment of a Case Study Roof. Appl. Sci. 2022, 12, 5943. https://doi.org/10.3390/app12125943
Roy K, Dani AA, Ichhpuni H, Fang Z, Lim JBP. Improving Sustainability of Steel Roofs: Life Cycle Assessment of a Case Study Roof. Applied Sciences. 2022; 12(12):5943. https://doi.org/10.3390/app12125943
Chicago/Turabian StyleRoy, Krishanu, Aflah Alamsah Dani, Hartej Ichhpuni, Zhiyuan Fang, and James B. P. Lim. 2022. "Improving Sustainability of Steel Roofs: Life Cycle Assessment of a Case Study Roof" Applied Sciences 12, no. 12: 5943. https://doi.org/10.3390/app12125943
APA StyleRoy, K., Dani, A. A., Ichhpuni, H., Fang, Z., & Lim, J. B. P. (2022). Improving Sustainability of Steel Roofs: Life Cycle Assessment of a Case Study Roof. Applied Sciences, 12(12), 5943. https://doi.org/10.3390/app12125943