Life-cycle energy and CO2 analysis of stormwater treatment devices

2008 ◽  
Vol 58 (5) ◽  
pp. 985-993 ◽  
Author(s):  
R. M. Andrew ◽  
É.-T. Vesely

Environmental impacts associated with the construction, maintenance, and disposal of low-impact stormwater management devices are one aspect that should be considered during decision-making and life-cycle assessment (LCA) is a suitable method for quantifying such impacts. This paper reports a pilot study that employs LCA to compare life-cycle energy requirements and CO2 emissions of two stormwater devices in New Zealand. The two devices are a raingarden servicing an urban feeder road, and a sand filter that could have been installed in its stead. With an assumed life-time of 50 years, the life-cycle energy requirements of the built raingarden were almost 20% less than for the sand filter, while the CO2 emissions were 30% less. Our analysis shows that given the difference between the infiltration rates used in the raingarden design (0.3 m/day) and measured during monitoring (3 m/day) there was potential to make significantly greater life-time savings using a smaller design for the raingarden that would have also met the treatment efficiency expectations. The analysis highlights the significant contribution of transportation–of both materials and staff–and ongoing maintenance to a treatment device's life-cycle energy and CO2 profiles.

2021 ◽  
Author(s):  
◽  
Nicolas Perez Fernandez

<p>This thesis studies the influence of construction materials on the life-cycle energy consumption and carbon dioxide (CO2) emissions of medium sized low energy consumption commercial buildings. When describing buildings by materials, there is a tendency to label them according to the main structural material used. However, the vast majority of commercial buildings use a large number of materials. Hence it is not clear which materials or combinations of materials can achieve the best performance, in terms of lifecycle energy use and CO2 emissions. The buildings analysed here were based on an actual six-storey 4250m2 (gross floor area) building, with a mixed-mode ventilation system, currently under construction at the University of Canterbury in Christchurch. While the actual building is being constructed in concrete, the author has designed two further versions in which the structures and finishes are predominantly steel or timber. Despite having different structural materials, large quantities of finishes materials are common to all three buildings; large glazed curtain walls and sun louvers, stairs balustrade and most of the offices internal finishes. A fourth building was also produced in which all possible common finishes' of the timber building were replaced by timber components. This building is labelled as Timber-plus and was included to assess the difference of the three initial 'common finishes' buildings against a building that might be expected to have a low or even negative total embodied CO2 emission in structure and finishes. In order to highlight the influence of materials, each building was designed to have a similar indoor climate with roughly the same amount of operational energy for heating and cooling over its full life. Both energy use and CO2 emissions have been assessed over three main stages in the life (and potential environmental impact) of a building: initial production of the building materials (initial embodied energy and initial embodied CO2 emissions); operation of the building (mainly in terms of its energy use); and the refurbishment and maintenance of the building materials over the building's effective life (recurrent embodied energy and CO2 emissions). Calculation of embodied energy and embodied CO2 emissions are based on materials' estimates undertaken by a Quantity Surveyor. DesignBuilder software was used to estimate whole life-cycle energy used and CO2 emitted in the operation of the buildings over a period of 60 years. Two different methods for embodied energy and embodied CO2 calculation were applied to the four buildings. The first method was by multiplying the volume of each material in the schedule calculated by the Quantity Surveyor by the New Zealand specific coefficients of embodied energy and embodied CO2 produced by Andrew Alcorn (2003). The second method was analysing the same schedule of materials with GaBi professional LCA software. Materials' inventories in GaBi are average German industry data collected by PE Europe between 1996 and 2004 (Alcorn, 2003; Nebel & Love, 2008). The energy results of the thesis show that when using the Alcorn coefficients, the total embodied energy (initial plus recurrent embodied energy) averaged 23% and operating energy consumption averaged 77% of the total life-cycle energy consumption for the four buildings. Using the GaBi coefficients, total embodied energy averaged 19% and operating energy consumption averaged 81% of the total life-cycle energy consumption of the four buildings. Using the Alcorn coefficients, the difference between the highest (steel building) and lowest (timber-plus building) life-cycle energy consumption represents a 22% increment of the highest over the lowest. Using the GaBi coefficients, the difference between the lowest (timber-plus building) and the highest (timber building) life-cycle energy consumption represents a 15% increment of the highest over the lowest. The CO2 results shows that when using the Alcorn coefficients, the total embodied CO2 emissions averaged 7% and operating CO2 emissions averaged 93%. Using the GaBi coefficients, total embodied CO2 emissions averaged 16% and operating CO2 emissions averaged 84% of the life-cycle CO2 emissions of the four buildings. Using the Alcorn coefficients, the difference between the highest (steel building) and lowest (timber-plus building) life-cycle CO2 emissions represents a 27% increment of the highest over the lower. Using the GaBi coefficients, the difference between the highest (timber building) and the lowest (timber-plus building) lifecycle CO2 emissions represents a 9% increment of the highest over the lowest. While for the case of embodied energy the Alcorn results averaged 32% higher than the GaBi, in the case of embodied CO2 the Alcorn results averaged 62% lower than the GaBi. Major differences in the results produced when using the two different sets of embodied energy and CO2 coefficients are due mainly to their different approaches to the CO2 sequestration in timber materials. While the Alcorn coefficients account for the CO2 sequestration of timber materials, the GaBi coefficients do not. This is particularly noteworthy as the CO2 sequestration of timber has been neglected in previous research. It was established that embodied energy can significantly influence the life-cycle energy consumption and CO2 emissions of contemporary low energy buildings. Using the Alcorn coefficients, the steel building embodied the equivalent of 27 years of operating energy consumption and 12 years of operating CO2 emissions. At the other end of the spectrum the timber-plus building embodied the equivalent of 11 years of operating energy consumption and has stored the equivalent of 3.6 years of operating CO2 emissions. Using the GaBi coefficients, the steel building embodied the equivalent of 19 years of operating energy consumption and 14 years of operating CO2 emissions, while the timber-plus building embodied the equivalent of 8 years of operating energy consumption and 8 years of operating CO2 emissions. These findings are of significance, for example, in the assessment and weighting of the embodied energy and embodied CO2 components of building sustainable rating tools.</p>


2021 ◽  
Author(s):  
◽  
Nicolas Perez Fernandez

<p>This thesis studies the influence of construction materials on the life-cycle energy consumption and carbon dioxide (CO2) emissions of medium sized low energy consumption commercial buildings. When describing buildings by materials, there is a tendency to label them according to the main structural material used. However, the vast majority of commercial buildings use a large number of materials. Hence it is not clear which materials or combinations of materials can achieve the best performance, in terms of lifecycle energy use and CO2 emissions. The buildings analysed here were based on an actual six-storey 4250m2 (gross floor area) building, with a mixed-mode ventilation system, currently under construction at the University of Canterbury in Christchurch. While the actual building is being constructed in concrete, the author has designed two further versions in which the structures and finishes are predominantly steel or timber. Despite having different structural materials, large quantities of finishes materials are common to all three buildings; large glazed curtain walls and sun louvers, stairs balustrade and most of the offices internal finishes. A fourth building was also produced in which all possible common finishes' of the timber building were replaced by timber components. This building is labelled as Timber-plus and was included to assess the difference of the three initial 'common finishes' buildings against a building that might be expected to have a low or even negative total embodied CO2 emission in structure and finishes. In order to highlight the influence of materials, each building was designed to have a similar indoor climate with roughly the same amount of operational energy for heating and cooling over its full life. Both energy use and CO2 emissions have been assessed over three main stages in the life (and potential environmental impact) of a building: initial production of the building materials (initial embodied energy and initial embodied CO2 emissions); operation of the building (mainly in terms of its energy use); and the refurbishment and maintenance of the building materials over the building's effective life (recurrent embodied energy and CO2 emissions). Calculation of embodied energy and embodied CO2 emissions are based on materials' estimates undertaken by a Quantity Surveyor. DesignBuilder software was used to estimate whole life-cycle energy used and CO2 emitted in the operation of the buildings over a period of 60 years. Two different methods for embodied energy and embodied CO2 calculation were applied to the four buildings. The first method was by multiplying the volume of each material in the schedule calculated by the Quantity Surveyor by the New Zealand specific coefficients of embodied energy and embodied CO2 produced by Andrew Alcorn (2003). The second method was analysing the same schedule of materials with GaBi professional LCA software. Materials' inventories in GaBi are average German industry data collected by PE Europe between 1996 and 2004 (Alcorn, 2003; Nebel & Love, 2008). The energy results of the thesis show that when using the Alcorn coefficients, the total embodied energy (initial plus recurrent embodied energy) averaged 23% and operating energy consumption averaged 77% of the total life-cycle energy consumption for the four buildings. Using the GaBi coefficients, total embodied energy averaged 19% and operating energy consumption averaged 81% of the total life-cycle energy consumption of the four buildings. Using the Alcorn coefficients, the difference between the highest (steel building) and lowest (timber-plus building) life-cycle energy consumption represents a 22% increment of the highest over the lowest. Using the GaBi coefficients, the difference between the lowest (timber-plus building) and the highest (timber building) life-cycle energy consumption represents a 15% increment of the highest over the lowest. The CO2 results shows that when using the Alcorn coefficients, the total embodied CO2 emissions averaged 7% and operating CO2 emissions averaged 93%. Using the GaBi coefficients, total embodied CO2 emissions averaged 16% and operating CO2 emissions averaged 84% of the life-cycle CO2 emissions of the four buildings. Using the Alcorn coefficients, the difference between the highest (steel building) and lowest (timber-plus building) life-cycle CO2 emissions represents a 27% increment of the highest over the lower. Using the GaBi coefficients, the difference between the highest (timber building) and the lowest (timber-plus building) lifecycle CO2 emissions represents a 9% increment of the highest over the lowest. While for the case of embodied energy the Alcorn results averaged 32% higher than the GaBi, in the case of embodied CO2 the Alcorn results averaged 62% lower than the GaBi. Major differences in the results produced when using the two different sets of embodied energy and CO2 coefficients are due mainly to their different approaches to the CO2 sequestration in timber materials. While the Alcorn coefficients account for the CO2 sequestration of timber materials, the GaBi coefficients do not. This is particularly noteworthy as the CO2 sequestration of timber has been neglected in previous research. It was established that embodied energy can significantly influence the life-cycle energy consumption and CO2 emissions of contemporary low energy buildings. Using the Alcorn coefficients, the steel building embodied the equivalent of 27 years of operating energy consumption and 12 years of operating CO2 emissions. At the other end of the spectrum the timber-plus building embodied the equivalent of 11 years of operating energy consumption and has stored the equivalent of 3.6 years of operating CO2 emissions. Using the GaBi coefficients, the steel building embodied the equivalent of 19 years of operating energy consumption and 14 years of operating CO2 emissions, while the timber-plus building embodied the equivalent of 8 years of operating energy consumption and 8 years of operating CO2 emissions. These findings are of significance, for example, in the assessment and weighting of the embodied energy and embodied CO2 components of building sustainable rating tools.</p>


2021 ◽  
Vol 13 (7) ◽  
pp. 3660
Author(s):  
Rathna Hor ◽  
Phanna Ly ◽  
Agusta Samodra Putra ◽  
Riaru Ishizaki ◽  
Tofael Ahamed ◽  
...  

Traditional Cambodian food has higher nutrient balances and is environmentally sustainable compared to conventional diets. However, there is a lack of knowledge and evidence on nutrient intake and the environmental greenness of traditional food at different age distributions. The relationship between nutritional intake and environmental impact can be evaluated using carbon dioxide (CO2) emissions from agricultural production based on life cycle assessment (LCA). The objective of this study was to estimate the CO2 equivalent (eq) emissions from the traditional Cambodian diet using LCA, starting at each agricultural production phase. A one-year food consumption scenario with the traditional diet was established. Five breakfast (BF1–5) and seven lunch and dinner (LD1–7) food sets were consumed at the same rate and compared using LCA. The results showed that BF1 and LD2 had the lowest and highest emissions (0.3 Mt CO2 eq/yr and 1.2 Mt CO2 eq/yr, respectively). The food calories, minerals, and vitamins met the recommended dietary allowance. The country’s existing food production system generates CO2 emissions of 9.7 Mt CO2 eq/yr, with the proposed system reducing these by 28.9% to 6.9 Mt CO2 eq/yr. The change in each food item could decrease emissions depending on the type and quantity of the food set, especially meat and milk consumption.


2021 ◽  
pp. 097542532199031
Author(s):  
Channamma Kambara ◽  
Indrajit Bairagya

This article explores whether there exists any difference in the earnings of self-employed migrant and native street vendors in a metro city, and if so, in what ways this difference is prominent. In order to accomplish the objective, we have collected data from women street vendors from Bengaluru city. The results depict that although there is no significant difference in the earnings between native and migrant street vendors, a significant difference exists in the size of investments made by them, that is, to earn the same amount of income, migrants need to invest more than natives. Moreover, the results, based on the Oaxaca–Blinder decomposition method, indicate that the pre-labour market endowment factors do not make a significant contribution to the overall difference in the rate of returns. The difference, instead, mainly exists because of the coefficient differences, which can be attributed to discrimination.


Author(s):  
Zifeng Liang

Facing climate risks has become a common problem for mankind and a topic of great importance for the Chinese government. To thoroughly implement the overall requirements for the construction of an ecological civilization and effectively improve the capacity of cities to adapt to climate change, China launched the pilot construction of “Climate Resilient Cities” in 2017. In this paper, 16 prefecture level cities in Anhui Province of China were selected as the research objects, and the multi-level grey system evaluation method was used to measure the climate resilience of these regions. We used the difference in differences method to evaluate the effect of the pilot policy of “Climate Resilient Cities.” The pilot policies of the “Climate Resilient Cities” showed a significant contribution to the regional climate resilience, and, after isolating the impact of other factors on the regional climate resilience, the pilot policies of the “Climate Resilient Cities” increased the climate resilience of the pilot cities by four percentage points. The pilot policies of the “Climate Resilient Cities” had a significant contribution to the urban infrastructure development and ecological space optimization, as well as non-significant impacts to the urban water security, emergency management capacity-building, and science and technology innovation initiatives.


2014 ◽  
Vol 18 (sup4) ◽  
pp. S4-56-S4-61 ◽  
Author(s):  
B. X. Sun ◽  
Z. R. Nie ◽  
Y. Liu ◽  
X. Z. Gong ◽  
F. Gao ◽  
...  

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