为定量评价干旱对城镇地区缺水和产业损失的影响,选取以地表径流为供水水源的湘江干流株洲段为研究区,基于水量平衡原理构建城市干旱指标(CWSI),以月为尺度,计算不同来水频率下区域可供水量、不同产业类型需水量。分别从水量短缺、水位取水困难两种角度,计算湘江株洲段1960—2018年历史来水情景下月尺度区域缺水量和干旱指数(CWSI)。采用经济学领域HARA函数反映经济效益随用水量的变化关系,进而得到缺水量-干旱损失响应关系。在此基础上,构建基于效益最优的缺水量配置动态优化模型,计算不同干旱程度下不同类型产业缺水配置规模,并采用抗旱定额法对配置成果进行验证,进而计算缺水量对应的干旱损失。依据CWSI指数变化,计算不同干旱等级下不同类型产业缺水损失;在多年平均缺水损失曲线基础上,依据当前月来水变化和前期来水亏缺,绘制典型年干旱动态损失变化曲线。研究结果表明:城市干旱具有边际损失高、发生频率低的特点,符合基于HARA用水效益函数构建的缺水损失变化规律,研究成果可为城市干旱风险评价、预警及抗旱定额管理提供理论依据。
Abstract
To quantitatively assess the impact of drought on water shortage and industrial loss in urban areas, the urban drought index (CWSI) is constructed based on the water balance principle to calculate the regional available water supply and water demand of different industrial types under varying water inflow frequency on a monthly scale. The Zhuzhou segment of Xiangjiang River with surface runoff as the water supply source is selected as the research area. The monthly regional water shortage and drought index (CWSI) of Zhuzhou segment from 1960 to 2018 were calculated from the perspectives of water shortage and water withdrawal difficulty. Moreover, the response relationship between water shortage and drought loss is obtained by using HARA (Hyperbolic Absolute Risk Aversion) function, which is commonly used in the field of economics, to reflect the relationship between economic benefits and water consumption. On this basis, a dynamic optimization model of water shortage allocation based on optimal benefits is constructed to calculate the water shortage allocation of various industries under different drought degrees. The drought quota method is used to verify the allocation results, and then the drought loss corresponding to water shortage is calculated. According to the change of CWSI, the drought loss of various industries under different drought degrees is calculated. Based on the curve of annual average drought loss, the dynamic drought loss curve of typical years can be acquired according to the current monthly water change and the previous water shortage. The results demonstrate that urban drought is of high marginal loss and low frequency, which conforms to the change law of water shortage and drought loss based on HARA function. The research findings offer theoretical basis for urban drought risk assessment, early warning and drought quota management.
关键词
城市干旱 /
干旱损失评估 /
HARA函数 /
抗旱定额 /
干旱指数
Key words
urban drought /
drought loss assessment /
HARA function /
drought quota /
drought index
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参考文献
[1] 钱龙霞, 张韧, 王红瑞. 基于MEP和DEA的水资源短缺风险损失模型及其应用[J]. 水利学报, 2015, 46(10):1199-1206.
[2] 邵东国,李旭东,唐 明,等.干旱条件下城市水资源应急调配模型[J].华北水利水电大学学报(自然科学版),2014,35(1):1-6.
[3] NAZEMI A. Urban Water Security: Emerging Discussion and Remaining Challenges[J]. Sustainable Cities and Society, 2018, 41: 925-928.
[4] SILVAA M A. Propagation of Uncertainty in the Water Balance Calculation in Urban Water Supply Systems-A New Approach Based on High-density Regions[J]. Measurement, 2018, 126: 356-368.
[5] ZHANG X, CHEN N, SHENG H, et al. Urban Drought Challenge to 2030 Sustainable Development Goals[J]. Science of the Total Environment, 2019, 693: 133536.
[6] 粟晓玲, 张更喜, 冯 凯. 干旱指数研究进展与展望[J]. 水利与建筑工程学报, 2019,17(5):9-18.
[7] 王 晨,黄 馨,黄晓军.西北地区城市干旱脆弱性评价研究[J].水资源与水工程学报,2019,30(1):114-121.
[8] ALIREZA M A. Agent-based Modeling to Simulate the Dynamics of Urban Water Supply: Climate, Population Growth, and Water Shortages[J]. Sustainable Cities and Society, 2017, 28: 420-434.
[9] DE LIMA G N. Urban Water Supply and the Changes in the Precipitation Patterns in the Metropolitan Area of São Paulo-Brazil[J]. Applied Geography,2018,94:223-229.
[10]JARAMILLO P. Assessing Urban Water Security under Changing Climate: Challenges and Ways Forward[J]. Sustainable Cities and Society, 2018, 41: 907-918.
[11]GAO X P. Water Shortage Risk Assessment Considering Large-scale Regional Transfers: A Copula-based Uncertainty Case Study in Lunan, China[J]. 2018, 25(23): 23328-23341.
[12]ZHAO G. A Modeling Framework for Evaluating the Drought Resilience of a Surface Water Supply System under Non-stationarity[J]. Journal of Hydrology, 2018, 563: 22-32.
[13]屈艳萍, 吕 娟, 苏志诚. 湖南长沙市城市干旱预警研究[J]. 中国防汛抗旱. 2012, 22(6):12-15.
[14]CAO T. Water Shortage Risk Transferred through Interprovincial Trade in Northeast China[J]. Energy Procedia, 2019, 158: 3865-3871.
[15]陈 鹏, 邱新法, 曾 燕. 城市干旱风险评估[J].生态经济, 2010, 37(7):158-161.
[16]RAY B, SHAW R. Climate Change: Implication on Urban Drought: Methods, Approaches and Practices[M]. DOI:10.1007/978-981-10-8947-3_3.
[17]金菊良, 费振宇, 郦建强. 基于不同来水频率水量供需平衡分析的区域抗旱能力评价方法[J]. 水利学报, 2013, 44(6):687-693.
[18]SUN K K, XU J J, YAO L Q. Dynamic Risk Assessment Method of Urban Drought Based on Water Balance and Optimal Allocation Analysis[C]// IOP Conference Series: Materials Science and Engineering, Proceedings of the 2019 2nd International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2019). Chengdu, China, December 13-15, 2019, 780: 072010.
[19]SINGH C, JAIN G, SUKHWANI V, et al.Losses and Damages Associated with Slow-onset Events: Urban Drought and Water Insecurity in Asia[J]. Current Opinion in Environmental Sustainability, 2021, 50: 72-86.
[20]MANKAD A. Motivational Indicators of Protective Behaviour in Response to Urban Water Shortage Threat[J]. Journal of Hydrology, 2013, 491: 100-107.
[21]GOBERA P. Urban Adaptation to Mega-drought: Anticipatory Water Modeling, Policy, and Planning for the Urban Southwest[J]. Sustainable Cities and Society, 2016, 27: 497-504.
[22]SISTO N P. Climate Threats, Water Supply Vulnerability and the Risk of a Water Crisis in the Monterrey Metropolitan Area (Northeastern Mexico)[J]. Physics and Chemistry of the Earth, 2016, 91: 2-9.
[23]FOSTER T. Risk Factors Associated with Rural Water Supply Failure: A 30-Year Retrospective Study of Hand Pumps on the South Coast of Kenya[J]. 2018, 626: 156-164.
[24]YU F. Risk Response for Urban Water Supply Network Using Case-based Reasoning during a Natural Disaster[J]. Safety Science, 2018, 106: 121-139.
[25]李景波, 董增川, 王海潮. 城市供水风险分析与风险管理研究[J]. 河海大学学报(自然科学版), 2008, 36(1):35-39.
[26]刘学峰, 苏志诚, 吕 娟,等. 城市抗旱经济效益评估方法探讨及实践[J]. 中国防汛抗旱, 2009, 19(6):15-18.
[27]黄显峰, 周 祎, 阎 祎. 基于能值分析的生态供水效益量化方法[J]. 水利水电科技进展, 2019, 39(2):12-15.
[28]黄冬冬,陈传钟. 基于HARA效用函数最优投资问题的显示解[J].统计与决策,2017(5):81-84.
[29]刘丙军, 陈晓宏, 张 灵. 中国南方季节性缺水地区水资源合理配置研究[J].水利学报, 2007, 38(6):732-737.
[30]缪 翚. 深圳市供水水量分配方法的初步研究[J]. 人民珠江, 2003, 24(4):40-42.
[31]吴贞晖, 梅亚东, 蔡 昊. 面向总量控制的流域水量动态优化分配方法[J]. 长江科学院院报, 2020, 37(8): 42-48.
基金
国家重点研发计划项目(2017YFC1502404);长江科学院院级创新团队项目(CKSF2017061/SZ)