RESEARCH ON LOW-CARBON COMBINATION LAYOUT OF LID FACILITIES IN RESIDENTIAL AREAS BASED ON RESPONSE SURFACE METHODOLOGY

LIU Xuefeng; LI Huan; WANG Deqi; CHEN Hai; LIU Jianlin; LI Wei; CAO Lianbao; ZHANG Tingting; WEI Bigui

doi:10.13205/j.hjgc.202411013

Volume 42 Issue 11

Nov. 2024

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Article Navigation > ENVIRONMENTAL ENGINEERING > 2024 > 42(11): 115-130

LIU Xuefeng, LI Huan, WANG Deqi, CHEN Hai, LIU Jianlin, LI Wei, CAO Lianbao, ZHANG Tingting, WEI Bigui. RESEARCH ON LOW-CARBON COMBINATION LAYOUT OF LID FACILITIES IN RESIDENTIAL AREAS BASED ON RESPONSE SURFACE METHODOLOGY[J]. ENVIRONMENTAL ENGINEERING , 2024, 42(11): 115-130. doi: 10.13205/j.hjgc.202411013

Citation:

LIU Xuefeng, LI Huan, WANG Deqi, CHEN Hai, LIU Jianlin, LI Wei, CAO Lianbao, ZHANG Tingting, WEI Bigui. RESEARCH ON LOW-CARBON COMBINATION LAYOUT OF LID FACILITIES IN RESIDENTIAL AREAS BASED ON RESPONSE SURFACE METHODOLOGY[J]. ENVIRONMENTAL ENGINEERING , 2024, 42(11): 115-130. doi: 10.13205/j.hjgc.202411013

Citation:

LIU Xuefeng, LI Huan, WANG Deqi, CHEN Hai, LIU Jianlin, LI Wei, CAO Lianbao, ZHANG Tingting, WEI Bigui. RESEARCH ON LOW-CARBON COMBINATION LAYOUT OF LID FACILITIES IN RESIDENTIAL AREAS BASED ON RESPONSE SURFACE METHODOLOGY[J]. ENVIRONMENTAL ENGINEERING , 2024, 42(11): 115-130. doi: 10.13205/j.hjgc.202411013

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RESEARCH ON LOW-CARBON COMBINATION LAYOUT OF LID FACILITIES IN RESIDENTIAL AREAS BASED ON RESPONSE SURFACE METHODOLOGY

doi: 10.13205/j.hjgc.202411013

LIU Xuefeng^1,2,
LI Huan^1,2,
WANG Deqi^1,2,
CHEN Hai³,
LIU Jianlin⁴,
LI Wei⁴,
CAO Lianbao⁴,
ZHANG Tingting^1,2,
WEI Bigui^{1,2
,
,}

1. School of Environment and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China;
2. Key Laboratory of Yellow River Water Environment, Lanzhou 730070, China;
3. Tianshui Housing and Urban Rural Development Bureau, Tianshui 741000, China;
4. Beijing Municipal Engineering Design and Research Institute Co., Ltd., Beijing 100082, China

Received Date: 2023-11-15
Available Online: 2025-01-16

Abstract

Abstract

Under the goal of satisfying the total annual runoff control rate, the full life cycle carbon emissions of different LID facility combinations are not the same. In order to obtain a low-carbon combination arrangement scheme of LID facilities in a residential area, the ratio of the whole life cycle carbon emissions of LID facilities to the total runoff control volume was defined as the carbon emission intensity of total runoff control volume, and a model of optimal arrangement of LID facility combinations was constructed to study the carbon emission intensity of a single LID facility in a residential area in Tianshui City, Gansu Province, the research object, and the response surface method was used to optimize the LID facility combination scheme for the residential area. The results of the single LID facility study showed that the carbon emission intensity of green roof was the smallest, ranging from -0.85 kg CO₂/m³ to -3.38 kg CO₂/m³, and that of permeable paving was the largest, ranging from 0.26 kg CO₂/m³ to 0.77 kg CO₂/m³. The optimization results of the combination scheme showed that the green roof accounted for 54.93% of the roofing area, permeable paving accounted for 66.90% of the paving area, and rain gardens accounted for 36.30% of the green space area, and then the carbon emission intensity of the community LID facilities was the smallest, -1.58 kg CO₂/m³, and the total annual runoff control rate was 91.85%. From the perspective of low-carbon construction, a large area proportion of green roofs should be arranged with the highest priority; and when the total annual runoff control rate fails to meet the requirements, priority should be given to increasing rain garden area appropriately; and permeable paving should be considered last. The research results provide a theoretical basis and technical support for the low-carbon arrangement of low-impact development facilities. From the perspective of low-carbon construction, priority should be given to the arrangement of green roofs with the largest area proportion. When the total annual runoff control rate cannot meet the requirements, priority should be given to rain gardens with appropriate areas, and permeable pavement should be less considered. The research results provide a theoretical basis and technical support for the low-carbon layout of low impact development facilities.

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References

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