梅超,刘家宏,王浩,李泽锦,夏霖,王英

• 1:中国水利水电科学研究院流域水循环模拟与调控国家重点实验室
• 2:水利部水资源与水生态工程技术研究中心
• 3:河北工程大学水利水电学院

摘要(Abstract)：

暴雨径流管理模型(SWMM)已成为目前在城市排水管网设计、城市雨洪模拟、城市水污染模拟及城市低影响开发(low impact development,LID)模拟等方面研究与应用中使用最为广泛的一款模型。剖析SWMM的基本原理,分析其研究现状,展望其发展前景,深入分析SWMM的产流、汇流、管网水动力学模拟、水质模拟等模型机理。基于文献调研和系统分析指出,SWMM的优点是具有较完备的管网水流、LID和水质模拟功能,软件界面友好易于操作,模型开源易于实现二次开发;缺点是未实现立体化水流模拟,未实现与GIS紧密耦合,地表产流模拟过于简化,无法模拟地表二维淹没和城市社会水循环;未来应针对其不足改进和完善相关模块,拓展其应用领域。研究成果有助于不同学科与行业的研究者更加全面地认识和理解SWMM,为SWMM的研究及在海绵城市建设中的运用提供了科学参考。

关键词(KeyWords)： SWMM;原理解析;应用展望;控制方程;改进方向

Abstract:

Keywords:

基金项目(Foundation): 国家自然科学基金项目(51522907,51279208);; 国家重点研发计划课题“京津冀水循环系统解析与水资源安全诊断”(2016YFC0401401);; 流域水循环模拟与调控国家重点实验室团队重点课题(2016ZY02)

作者(Author): 梅超,刘家宏,王浩,李泽锦,夏霖,王英

DOI: 10.13928/j.cnki.wrahe.2017.05.006

参考文献(References)：

• [1]张建云,王银堂,贺瑞敏,等.中国城市洪涝问题及成因分析[J].水科学进展,2016,27(4):485-491.
• [2]芮孝芳,蒋成煜.中国城市排水之问[J].水利水电科技进展,2013,33(5):1-5.
• [3]许英明,张金龙.快速城市化背景下的城市水安全问题:表现、成因及应对[J].前沿,2013(5):16-18.
• [4]GHODSI S H,KERACHIAN R,ESTALAKI S M,et al.Developing a stochastic conflict resolution model for urban runoff quality management:Application of info-gap and bargaining theories[J].Journal of hydrology,2016,533:200-212.
• [5]PALANISAMY B,CHUI T F M.Rehabilitation of concrete canals in urban catchments using low impact development techniques[J].Journal of hydrology,2015,523:309-319.
• [6]胡伟贤,何文华,黄国如,等.城市雨洪模拟技术研究进展[J].水科学进展,2010,21(1):137-144.
• [7]史蓉,赵刚,庞博,等.基于GLUE方法的城市雨洪模型参数不确定性分析[J].水文,2016,36(2):1-6.
• [8]王蓉,秦华鹏,赵智杰.基于SWMM模拟的快速城市化地区洪峰径流和非点源污染控制研究[J].北京大学学报(自然科学版),2015,51(1):141-150.
• [9]李彦伟,尤学一,季民,等.基于SWMM模型的雨水管网优化[J].中国给水排水,2010,26(23):40-43.
• [10]徐宗学.水文模型[M].北京:科学出版社,2009.
• [11]芮孝芳,蒋成煜,陈清锦,等.SWMM模型模拟雨洪原理剖析及应用建议[J].水利水电科技进展,2015,35(4):1-5.
• [12]李春林,胡远满,刘淼,等.SWMM模型参数局部灵敏度分析[J].生态学杂志,2014,33(4):1076-1081.
• [13]芮孝芳.水文学原理[M].北京:高等教育出版社,2004.
• [14]ROSSMAN L A.Storm water management model reference manual:volume I-hydrology(Revised)[M].Cincinnati:US Environmental Protection Agency,2015.
• [15]FLETCHER T D,SHUSTER W,HUNT W F,et al.SUDS,LID,BMPs,WSUD and more-The evolution and application of terminology surrounding urban drainage[J].Urban water journal,2014,12(7):525-542.
• [16]ROSSMAN L A.Storm water management model reference manual volume III-water quality[M].Washington:US EPA Office of Research and Development,2015.
• [17]赵冬泉,佟庆远,王浩正,等.SWMM模型在城市雨水排除系统分析中的应用[J].给水排水,2009,35(5):198-201.
• [18]BACH P M,RAUCH W,MIKKELSEN P S,et al.A critical review of integrated urban water modelling-Urban drainage and beyond[J].Environmental modelling&software,2014,54(2):88-107.
• [19]FORTUNATO A,OLIVERI E,MAZZOLA M R.Selection of the optimal design rainfall return period of urban drainage systems[J].Procedia engineering,2014,89:742-749.
• [20]TODESCHINI S,PAPIRI S,CIAPONI C.Performance of stormwater detention tanks for urban drainage systems in northern Italy.[J].Journal of environmental management,2012,101(2):33-45.
• [21]CUNHA M C,ZEFERINO J A,SIMOES N E,et al.Optimal location and sizing of storage units in a drainage system[J].Environmental modelling&software,2016,83:155-166.
• [22]VAN D S M,RAHMAN A,RYAN G.Modeling of a lot scale rainwater tank system in XP-SWMM:a case study in Western Sydney,Australia[J].Journal of environmental management,2014,141:177-189.
• [23]SAMPLE D J,LIU J.Optimizing rainwater harvesting systems for the dual purposes of water supply and runoff capture[J].Journal of cleaner production,2014,75:174-194.
• [24]YAZDI J,CHOI H S,KIM J H.A methodology for optimal operation of pumping stations in urban drainage systems[J].Journal of hydro-environment research,2015,11:101-112.
• [25]ZHU Z,CHEN Z,CHEN X,et al.Approach for evaluating inundation risks in urban drainage systems[J].Science of the Total Environment,2016,553:1-12.
• [26]THORNDAHL S,WILLEMS P.Probabilistic modelling of overflow,surcharge and flooding in urban drainage using the first-order reliability method and parameterization of local rain series[J].Water research,2008,42(1-2):455-466.
• [27]QIN H P,LI Z X,FU G.The effects of low impact development on urban flooding under different rainfall characteristics.[J].Journal of environmental management,2013,129(18):577-585.
• [28]KREBS G,KOKKONEN T,VALTANEN M,et al.Spatial resolution considerations for urban hydrological modelling[J].Journal of hydrology,2014,512(9):482-497.
• [29]MULLER H,HABERLANDT U.Temporal rainfall disaggregation using a multiplicative cascade model for spatial application in urban hydrology[J].Journal of hydrology,2016.
• [30]YAO L,WEI W,Chen L.How does imperviousness impact the urban rainfall-runoff process under various storm cases?[J].Ecological indicators,2016,60:893-905.
• [31]JACOBSON C R.Identification and quantification of the hydrological impacts of imperviousness in urban catchments:a review.[J].Journal of environmental management,2011,92(6):1438-48.
• [32]KIDMOSE J,TROLDBORG L,Refsgaard J C,et al.Coupling of a distributed hydrological model with an urban storm water model for impact analysis of forced infiltration[J].Journal of hydrology,2015,525:506-520.
• [33]GIRONAS J,ROESNER L A,ROSSMAN L A,et al.A new applications manual for the Storm Water Management Model(SWMM)[J].Environmental modelling&software,2010,25(6):813-814.
• [34]贾海峰,姚海蓉,唐颖,等.城市降雨径流控制LIDBMPs规划方法及案例[J].水科学进展,2014,25(2):260-267.
• [35]李家科,李亚,沈冰,等.基于SWMM模型的城市雨水花园调控措施的效果模拟[J].水力发电学报,2014,33(4):60-67.
• [36]孙艳伟,POMEROY C A,吕素冰,等.基于不同重现期降水的LID措施水文调控性能研究[J].农业机械学报,2016,47(6):178-186.
• [37]MAO X,JIA H,YU S L.Assessing the ecological benefits of aggregate LID-BMPs through modelling[J].Ecological modelling,2016.
• [38]CHUI T F M,LIU X,ZHAN W.Assessing cost-effectiveness of specific LID practice designs in response to large storm events[J].Journal of hydrology,2016,533:353-364.
• [39]XING W,LI P,CAO S B,et al.Layout effects and optimization of runoff storage and filtration facilities based on SWMM simulation in a demonstration area[J].Water science and engineering,2016,9(2):115-124.
• [40]BAEK S S,CHOI D H,JUNG J W,et al.Optimizing low impact development(LID)for stormwater runoff treatment in urban area,Korea:Experimental and modeling approach.[J].Water research,2015,86:122-131.
• [41]WANG M,ZHANG D,ADHITYAN A,et al.Assessing cost-effectiveness of bioretention on stormwater in response to climate change and urbanization for future scenarios[J].Journal of hydrology,2016.
• [42]JIA H,LU Y,YU S L,et al.Planning of LID-BMPs for urban runoff control:The case of Beijing Olympic Village[J].Separation&purification technology,2012,84(2):112-119.
• [43]JIA H,MA H,SUN Z,et al.A closed urban scenic river system using stormwater treated with LID-BMP technology in a revitalized historical district in China[J].Ecological engineering,2014,71:448-457.
• [44]PAN A,HOU A,TIAN F,et al.Hydrologically Enhanced Distributed Urban Drainage Model and Its Application in Beijing City[J].Journal of hydrologic engineering,2012,17(6):667-678.
• [45]LEANDRO J,SCHUMANN A,PFISTER A.A step towards considering the spatial heterogeneity of urban key features in urban hydrology flood modelling[J].Journal of hydrology,2016,535:356-365.
• [46]喻海军.城市洪涝数值模拟技术研究[D].广州:华南理工大学,2015.
• [47]ABILY M,BERTRAND N,DELESTRE O,et al.Spatial Global Sensitivity Analysis of High Resolution classified topographic data use in 2D urban flood modelling[J].Environmental modelling&software,2016,77:183-195.
• [48]陈似蓝,刘家宏,王浩,等.城市水资源需求场理论及应用初探[J].科学通报,2016(13):1428-1435.
• [49]BEHZADIAN K,KAPELAN Z.Advantages of integrated and sustainability based assessment for metabolism based strategic planning of urban water systems.[J].Science of the total environment,2015,527-528:220.
• [50]ZHANG S,PAN B.An urban storm-inundation simulation method based on GIS[J].Journal of hydrology,2014,517(5):260-268.
• [51]黄国如,黄晶,喻海军,等.基于GIS的城市雨洪模型SWMM二次开发研究[J].水电能源科学,2011,29(4):43-45.
• [52]CIPOLLA S S,MAGLIONICO M,STOJKOV I.A long-term hydrological modelling of an extensive green roof by means of SWMM[J].Ecological engineering,2016,95:876-887.
• [53]BOWLER D E,BUYUNG-ALI L,KNIGHT T M,et al.Urban greening to cool towns and cities:A systematic review of the empirical evidence[J].Landscape&urban planning,2010,97(3):147-155.
• [54]SANSALONE J,RAJE S,KERTESZ R,et al.Retrofitting impervious urban infrastructure with green technology for rainfall-runoff restoration,indirect reuse and pollution load reduction[J].Environmental pollution,2013,183(7):204-212.
• [55]FEITOSA R C,WILKINSON S.Modelling green roof stormwater response for different soil depths[J].Landscape&urban planning,2016,153:170-179.
• [56]FENG Y,BURIAN S,POMEROY C.Potential of green infrastructure to restore predevelopment water budget of a semi-arid urban catchment[J].Journal of hydrology,2016,542:744-755.