未来不同SSPs情景下南昌市需水预测与供需平衡分析OA
Water Demand Prediction and Supply-Demand Equilibrium Analysis for Nanchang City under Different Future SSPs Scenarios
在全球气候变化和人类活动的双重胁迫下,水资源供需矛盾日益加剧,准确预测区域未来需水量、分析未来区域水资源供需平衡为制定合理的水资源规划策略提供基础理论支持.以南昌市为研究区域,基于多源历史社会经济与气象水文数据,构建耦合共享社会经济路径(SSPs)情景的系统动力学模型,开展南昌市及下辖区县的需水量模拟复演(2000-2023年)与预测(2024-2050年),并从水资源供需平衡的角度分析不同情景下的缺水情况.结果表明:①系统动力学模型能够较好模拟南昌市历史时期的人口、GDP、供水量、需水量等关键变量,其中需水量的平均相对误差为0.55%;②5种不同未来情景下,南昌市需水量均有显著的上升趋势,SSP5情景增速最快,SSP1情景最慢,到2050年,5种情景的总需水量分别为35.74亿、38.30亿、43.61亿、46.82亿、52.18亿m3;③不同情景下,生产需水和生态需水有显著的增加趋势,生活需水除SSP2、SSP3外,其他情景有下降趋势,生产需水占主导地位,所有情景下占总需水比例>84%;④从需水的空间分布看,主城区的需水量最大,超过其他区县需水的总和,SSP1情景下主城区未来平均需水量为20.85亿m3;⑤供需平衡分析显示,南昌市未来时期仅2026年后SSP1情景不存在缺水情况,到2050年SSP5情景缺水量达8.40亿m3.研究成果可为区域水资源优化配置和适应性管理提供科学依据.
[Objective]Although System Dynamics(SD)models comprehensively capture the complex dynamic feedback relationships in water demand forecasting,existing applications lack standardized paradigms for incorpora-ting future socioeconomic pathways,leaving a critical knowledge gap in fine-grained spatio-temporal water balance projections.To bridge this gap,this study aims to quantitatively project multi-sectoral water demands(2024-2050)across Nanchang City and its subordinate districts/counties under five Shared Socioeconomic Pathways(SSPs)and evaluate future water supply-demand balance relationships.The primary innovation lies in integrating the SD frame-work with localized parameterizations of SSP scenarios,providing a valuable reference for dynamic water resource allocation and adaptive management under multi-scenario socioeconomic futures.[Methods]Nanchang City and its five administrative units(Main Urban Area,Nanchang County,Jinxian County,Xinjian District,and Anyi Coun-ty)were selected as the empirical study area.Multi-source historical socio-economic,hydro-meteorological,and water quota data spanning from 2000 to 2023 were integrated.A comprehensive SD simulation model was construc-ted using Vensim,comprising three major demand subsystems(production,domestic,and ecological)and two supply sources(surface water and groundwater).Five distinct future pathways(SSP1:Sustainability,SSP2:Mid-dle of the Road,SSP3:Regional Rivalry,SSP4:Inequality,and SSP5:Fossil-fueled Development)were parame-terised into the SD model by adjusting growth rates of water supply,urban green space,and unit GDP water con-sumption.Historical data from 2015 to 2023 were utilized for model validation via mean absolute percentage error(MAPE),followed by dynamic simulations of sectoral water demand and supply-demand gaps from 2024 to 2050.[Results]Validation confirms high model accuracy,with mean relative errors for key variables remaining well within 10%and a mean relative error of 0.55%for historical total water demand simulation.Future projections re-veal a significant upward trajectory in Nanchang's total water demand across all five SSPs from 2024 to 2050.Growth is fastest under SSP5 and slowest under SSP1.By 2050,total projected water demands for SSP1 through SSP5 reach 3.574 billion m3,3.830 billion m3,4.361 billion m3,4.682 billion m3,and 5.218 billion m3,respec-tively.Sectorally,production water demand dominates,accounting for over 84%(up to 89.42%)of total demand across all scenarios.Industrial and ecological demands trend upward,whereas domestic demand declines in most scenarios except SSP2 and SSP3.Under SSP5 in 2050,production,domestic,and ecological demands reach 4.710 billion m3,0.301 billion m3,and 0.207 billion m3,respectively.Spatially,demand is heavily concentrated in the Main Urban Area(exceeding 56%of the total city demand,averaging 2.083 billion m3 under SSP1),exceeding the combined demand of all other counties.Water demand ranked from highest to lowest:Main Urban Area,Nan-chang County,Jinxian County,Xinjian District,Anyi County,with southeastern regions consuming significantly more than northwestern areas.Equilibrium analysis demonstrates that no water deficits occur prior to 2033.Post-2035,only the green-growth pathway(SSP1)maintains full water security through 2050.SSP2 exhibits a brief def-icit peaking at 0.036 billion m3 in 2043 before stabilizing.Conversely,by 2050,water deficits under SSP3,SSP4,and SSP5 escalate to 0.532 billion m3,0.340 billion m3,and 0.840 billion m3,respectively.[Conclusions]The coupled SD-SSP modeling framework successfully captures the complex dynamic feedback and spatial heterogeneity of regional water resource systems.The findings demonstrate that sustainable(SSP1)and moderate(SSP2)devel-opment pathways effectively satisfy China's"Three Red Lines"water management regulations,whereas high-car-bon and uncoordinated expansion pathways(SSP3,SSP4,SSP5)will trigger severe structural water shortages by 2050 due to unrestrained production demands.
陈鋆;刘瑞奇;姚立强;张琴;袁喆;孙可可
中铁水利水电规划设计集团有限公司,南昌 330029长江科学院水资源综合利用研究所,武汉 430010||长江科学院流域水资源与生态环境科学湖北省重点实验室,武汉 430010长江科学院水资源综合利用研究所,武汉 430010||长江科学院流域水资源与生态环境科学湖北省重点实验室,武汉 430010长江科学院水资源综合利用研究所,武汉 430010||长江科学院流域水资源与生态环境科学湖北省重点实验室,武汉 430010长江科学院水资源综合利用研究所,武汉 430010||长江科学院流域水资源与生态环境科学湖北省重点实验室,武汉 430010长江科学院水资源综合利用研究所,武汉 430010||长江科学院流域水资源与生态环境科学湖北省重点实验室,武汉 430010
建筑与水利
需水预测系统动力学模型共享社会经济路径水资源供需平衡南昌市
water demand predictionsystem dynamics modelshared socioeconomic pathways(SSPs)water supply-demand balanceNanchang City
《长江科学院院报》 2026 (9)
37-45,9
中国中铁股份有限公司科技研究开发计划项目(2022-重大-08)中央级公益性科研院所基本科研业务费项目(CKSF20241020/SZ)
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