南方水网灌区灌溉输水系统碳排放量化与评价

    Quantification and evaluation of carbon emission from irrigation water conveyance system in Southern Water Network Irrigation District

    • 摘要: 国家“双碳”战略下,低碳灌区建设成为工程实践和科学研究的重要方向。目前,灌区基础设施建设尚未详细纳入灌区碳排放核算体系。本文以南方水网地区小型灌区改造提升工程为例,以其灌溉输水系统为主要研究对象,选定混凝土砖砌明渠(CBMC)、U型混凝土预制板明渠(UPCC)和PE材料低压管道(LPP)3种灌溉输水系统,对比分析了不同输水系统的碳排放因子,构建了灌溉输水系统碳排放核算模型,并对其碳排放数量和排放强度进行核算与评估。结果表明,工程材料的选择和运行阶段水泵能耗是灌溉输水系统全生命周期最主要的碳排放因子,其中,混凝土的碳排放占CBMC和UPCC全生命周期碳排放的53.08%和17.85%,PE材料碳排放占LPP全生命周期碳排放的21.80%,水泵耗电分别占CBMC、UPCC和LPP全生命周期碳排放的38.24%、68.03%和73.28%。LPP的碳排放量仅为399 392.85 kg,而CBMC和UPCC的碳排放量达1 000 875.28 kg和537 746.62 kg;相较明渠灌溉输水系统,低压管道灌溉输水系统,在节工、节地、节水同时,还表现出显著的减排效益。UPCC采用混凝土预制板材,相较CBMC,以1/5的混凝土用量,减少了66.97%的碳排放。综合分析表明,采用低碳材料、改进施工工艺、优化渠系管网布局以及推广应用清洁能源成为灌区低碳建设的重要手段;PE材料低压管道灌溉方式可以在低碳灌区建设中发挥更大作用。

       

      Abstract: Against the backdrop of China’s national low-carbon development strategy, developing sustainable irrigation districts has become a critical objective; however, current agricultural carbon accounting frameworks often inadequately address emissions from infrastructure construction and renovation. To bridge this gap, this study conducted a quantitative lifecycle assessment (LCA) of three prevalent irrigation water conveyance systems, namely Concrete block masonry channel (CBMC), U-shaped precast concrete channel (UPCC), and Low-pressure polyethylene pipe (LPP), in a typical small-scale irrigation district within China’s southern water network region. The assessment adopted an LCA methodology integrated with the emission-factor approach, defining a system boundary that encompassed four consecutive stages: material production, transportation, construction, and operation. Activity data, including detailed material quantities, transport distances, machinery usage, and energy consumption, were derived from engineering design specifications, while carbon emission factors for key materials (concrete, steel, timber, polyethylene) and energy sources (diesel, grid electricity) were sourced from authoritative Chinese national standards and peer-reviewed literature. The functional unit was the total carbon dioxide equivalent emissions over the projected service life, with results also presented per unit irrigated area per year to aid comparison and scaling. Results indicate that, across the four lifecycle stages—production, transportation, construction, and operation—the production phase contributes 26.12% to 57.41% of total emissions; transportation accounts for the smallest share (0.11% ~ 1.57%); construction contributes 0.46% ~ 4.70%; and operation dominates with 38.37% ~ 73.31%. The findings identified material production and operational energy use as the dominant emission sources. Specifically, concrete was the primary carbon source for CBMC and UPCC, accounting for 53.08% and 17.85% of their total lifecycle emissions, respectively, whereas polyethylene contributed 21.80% for LPP. During operation, electricity for pumping constituted the most significant factor, representing 38.24%, 68.03%, and 73.28% of total emissions for CBMC, UPCC, and LPP, respectively. In aggregate, the LPP system demonstrated a markedly lower carbon footprint of 399 392.85 kg, compared to 1 000 875.28 kg for CBMC and 537 746.62 kg for UPCC, underscoring its substantial emission reduction potential alongside recognized advantages in water and land savings. Furthermore, UPCC required only about one-fifth of the concrete volume used in CBMC, leading to a 66.97% reduction in emissions between the two channel types, highlighting the benefits of precast technology. Sensitivity analysis revealed that pump service life was the most influential parameter on the total carbon footprint, followed by material transport distance. With an increase in the lifespan of irrigation pumps, the annual carbon emissions allocated from the production, transportation, and construction phases of the irrigation water delivery system are reduced, leading to a corresponding decrease in the annual carbon emission intensity per unit area. These results emphasize that strategic material selection, structural design optimization, and adoption of prefabricated elements are crucial for reducing embodied carbon, while a transition to renewable energy for pumping could cut operational emissions by over 90%. These insights, derived from a focus on core conveyance components, suggest that future assessments could expand the system boundary to include ancillary structures and end-of-life phases for enhanced comprehensiveness. In conclusion, this research establishes a practical LCA-based model, confirming the significant decarbonization potential of low-pressure pipe irrigation and prefabricated concrete channels, thereby providing an evidence-based foundation for selecting low-carbon materials, optimizing engineering designs, and integrating clean energy in irrigation district renovation projects to advance sustainable agricultural water management.

       

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