MIKE模型在城市及流域水文——环境模拟中的应用进展
|
摘要
MIKE模型可对城市及流域水环境、水资源、水安全及水生态等方面进行模拟,软件因功能强大、界面友好而在国内外现实工程中获得了广泛应用。文中归纳了MIKE11、MIKE21、MIKE FLOOD、MIKE URBAN、MIKE BASIN和MIKE SHE模型的基本原理、特点及应用范围。对比了主要模型的功能,总结了各模型及其不同组合方式在实际工程中的应用情况,提出了MIKE模型存在的局限性并对该模型未来发展方向进行展望,以期为MIKE模型更好地应用于实际问题提供参考。
Mike model can be used to simulate urban and basin water environment,water resources,water security and water ecology. The software has been widely used in practical engineering domestic and abroad as a result of powerful functions and user-friendly interface. The basic principles,characteristics and application scope of MIKE11,MIKE21,MIKE FLOOD,MIKE URBAN,MIK E BASIN and MIKE SHE models are summarized. The functions of the main models are compared,and the application of each model and its different combinations in practical engineering is summarized. Finally,the limitations of the MIKE model are proposed and the future development direction of the model is prospected,in order to provide a reference for the MIKE model to be better applied to practical problems.
Mike model can be used to simulate urban and basin water environment,water resources,water security and water ecology. The software has been widely used in practical engineering domestic and abroad as a result of powerful functions and user-friendly interface. The basic principles,characteristics and application scope of MIKE11,MIKE21,MIKE FLOOD,MIKE URBAN,MIK E BASIN and MIKE SHE models are summarized. The functions of the main models are compared,and the application of each model and its different combinations in practical engineering is summarized. Finally,the limitations of the MIKE model are proposed and the future development direction of the model is prospected,in order to provide a reference for the MIKE model to be better applied to practical problems.
引文
[1]SETO K C,FRAGKIAS M,GNERALP B,et al. A meta-analysis of global urban land expansion[J]. Plo S one,2011,6(8):e23777.
[2]张蓓,李家科,李亚娇.不同开发模式下城市雨洪及污染模拟研究进展[J].环境科学与技术,2017,40(8):87-95.
[3]朱瑶,梁志伟,李伟,等.流域水环境污染模型及其应用研究综述[J].应用生态学报,2013,24(10):3012-3018.
[4]陈雪冬,邱勇,周卫霞,等.基于HEC-RAS和MIKE 11的山区天然河道水面线数值仿真[J].人民珠江,2014,35(3):116-118.
[5]许婷. MIKE21 HD计算原理及应用实例[J].港工技术,2010,47(5):1-5.
[6]姚双龙.基于MIKE FLOOD的城市排水系统模拟方法研究[D].北京:北京工业大学,2012.
[7]万增友. MIKE SHE模型国内应用现状及其关键问题研究[J].科协论坛,2011(5):99-101.
[8]朱茂森.基于MIKE11的辽河流域一维水质模型[J].水资源保护,2013,29(3):6-9.
[9]WANG Qinggai,WANG Yaping,LU Xuchuan,et al. Impact assessments of water allocation on water environment of river network:Method and application[J]. Physics&Chemistry of the Earth Parts A/b/c,2017,103:101-106.
[10]张斯思.基于MIKE11水质模型的水环境容量计算研究[D].合肥:合肥工业大学,2017.
[11]刘伟,刘洪超,徐海岩.基于MIKE11模型计算河流水功能区纳污能力方法[J].东北水利水电,2009,27(8):69-70+72.
[12]AHMED E S M S,MAYS L W. Model for determining real-time optimal dam releases during flooding conditions[J]. Natural Hazards,2013,65(3):1849-1861.
[13]沈洋,王佳妮.基于MIKE软件的溃坝洪水数值模拟[J].水电能源科学,2012,30(6):56-58+37.
[14]Danish Hydraulic Institute. Water and environment. MIKE21 scientific documentation[Z]. Denmark:DHI,2007.
[15]满霞玉,李丽,顾雯,等.城市内涝积水点分布模拟及治理策略初探[J].水电能源科学,2017,35(3):67-70.
[16]宋翠萍,王海潮,唐德善.暴雨洪水管理模型SWMM研究进展及发展趋势[J].中国给水排水,2015,31(16):16-20.
[17]韩君良.基于Mike Urban的小城市排水内涝规划[D].杭州:浙江工业大学,2015.
[18]王乾勋,赵树旗,周玉文,等.基于建模技术对城市排水防涝规划方案的探讨———以深圳市沙头角片区为例[J].给水排水,2015,51(3):34-38.
[19]王世旭.基于MIKE FLOOD的济南市雨洪模拟及其应用研究[D].山东:山东师范大学,2015.
[20]ELLIOTT A H,TROWSDALE S A. A review of models for low impact urban stormwater drainage[J]. Environmental Modelling&Software,2007,22(3):394-405.
[21]ZHOU Qianqian. A Review of sustainable urban drainage systems considering the climate change and urbanization impacts[J]. Water,2014,6(4):976-992.
[22]谢家强,廖振良,顾献勇.基于MIKE URBAN的中心城区内涝预测与评估———以上海市霍山-惠民系统为例[J].能源环境保护,2016,30(5):44-49+37.
[23]许月卿,邵晓梅,刘劲松.河北省水旱灾害发生情况统计分析[J].国土与自然资源研究,2001(2):6-8.
[24]秦年秀,姜彤.基于GIS的长江中下游地区洪灾风险分区及评价[J].自然灾害学报,2005,14(5):5-11.
[25]王蕾,肖长来,梁秀娟,等. MIKE BASIN模型在吉林市水资源配置方面的应用[J].中国农村水利水电,2014(1):128-131.
[26]王晓妮,王晓昕,侯琳. MIKE BASIN模型在松花江流域的应用研究[J].东北水利水电,2011,29(4):4-5+71.
[27]吴俊秀,李红英,刘革.应用MIKE BASIN模型规划调配大凌河流域水资源[J].水土保持应用技术,2011(1):23-25.
[28]REFSGAARD J C. Parameterisation,calibration and validation of distributed hydrological models[J]. Journal of Hydrology,1997,198(1-4):69-97.
[29] XIE Xianhong,CUI Yuanlai. Development and test of SWAT for modeling hydrological processes in irrigation districts with paddy rice[J]. Journal of Hydrology,2011,396(1):61-71.
[30]李洋,潘明祥,陈燕.数值模型在长江流域一级河网中的模拟应用[J].环境科学与技术,2010,33(S2):531-534+565.
[31]AHMED F. A hydrodynamic model for the Lower Rideau River[J]. Natural Hazards,2010,55(1):85-94.
[32]LIN H U,WEI L U,ZHANG Z K. Application of MIKE11model in water quality early-warning and protection in Dongtiaoxi water source[J]. Chinese Journal of Hydrodynamics,2016,31(1):28-36.
[33]JIANG Yue,ZHANG Haiping,CHEN Ling. Simulating the effectiveness of water diversion project in Chaohu City,Anhui Province[C]//International Conference on Bioinformatics and Biomedical Engineering. IEEE,2010:1-4.
[34]周兴波,陈祖煜,陈淑婧,等.基于MIKE 11的堰塞坝溃决过程数值模拟[J].安全与环境学报,2014,14(6):23-27.
[35]连阳阳.基于MIKE一二维耦合的安康城市洪水风险图编制研究[D].杨陵:西北农林科技大学,2016.
[36]MORIANOU G G,KOURGIALAS N N,KARATZAS G P,et al. Hydraulic and sediment transport simulation of Koiliaris River using the MIKE 21C model[J]. Procedia engineering,2016,162:463-470.
[37]陈雪峰,王桂萱. MIKE 21计算软件及其在长兴岛海域改造工程上的应用[J].大连大学学报,2007,28(6):93-98.
[38]宋泽坤,程和琴,刘昌兴,等.长江口溢油数值模拟及对水源地影响[J].长江流域资源与环境,2013,22(8):1055-1063.
[39]梁云,殷峻暹,祝雪萍,等. MIKE21水动力学模型在洪泽湖水位模拟中的应用[J].水电能源科学,2013,31(1):135-137+99.
[40]崔成,张义丰,左书华,等.人工岛内湖水体交换数值模拟研究[J].水道港口,2015,36(6):515-522.
[41]张虎,徐学军,代涛. MIKE21 FM在引江济巢工程规划中的应用[J].水电能源科学,2016,34(9):103-106+93.
[42] SHEN H T,YAPA P D. Oil slick transport in rivers[J].Journal of Hydraulic Engineering,1988,114(5):529-543.
[43]KOROTENKO K A,MAMEDOV R M,MOOERS C N K.Prediction of the transport and dispersal of oil in the south caspian sea resulting from blowouts[J]. Environmental Fluid Mechanics,2001,1(4):17-24.
[44]SEMADENI-DAVIES A,HERNEBRING C,SVENSSON G,et al. The impacts of climate change and urbanisation on drainage in Helsingborg,Sweden:Combined sewer system[J]. Journal of Hydrology. 2008,350(1-2):100-113.
[45] MARK O,LACOURSIRE J O,VOUGHT L B M,et al.Application of hydroinformatics tools for water quality modeling and management:case study of Vientiane,Lao P. D. R[J]. Journal of Hydroinformatics. 2010,12(2):161-171.
[46]APIRUMANEKUL C,MARK O. Modelling of urban flooding in Dhaka City[C]//Proceedings of 4th DHI Software Conference. 2001:101-108.
[47]马洪涛,张晓昕,王强.基于模型的城市道路积水应急排水措施研究[J].城市道桥与防洪,2008(9):42-45+6-7.
[48]韩冰,张明德,王艳.世博浦西园区供水管网系统水力(质)模型的建立及其研究[J].净水技术,2011,30(3):78-82.
[49]郑祎,吕金燕,洪德松,等.管网水力模型在城市供水规划中的应用[J].山西建筑,2014,40(9):134-135.
[50]LWE R,URICH C,DOMINGO N S,et al. Assessment of urban pluvial flood risk and efficiency of adaptation options through simulations-a new generation of urban planning Tools[J]. Journal of Hydrology,2017,550:355-367.
[51]李伟,刘冬梅,赵博.河闸泄流特性及对应洪水淹没范围模拟试验研究[J].人民长江,2016,47(18):96-100+105.
[52]侯燕,马山玉.基于MIKE与GIS的城市洪水风险分析及应用[J].水电能源科学,2016,34(11):72-76.
[53]徐速.城市雨水管网与地面流的一、二维集成模拟研究[J].中国给水排水,2011,27(9):71-73+77.
[54]王文亮,边静,李俊奇,等.基于模型分析的低影响开发提升城市雨水排水标准案例研究[J].净水技术,2015,34(4):100-104.
[55]曹东卫.基于Arc GIS和MikeBasin模型的还乡河流域污染负荷通量估算[J].水科学与工程技术,2015(1):64-67.
[56]杜倩,苗伟波.基于Mike Basin的复杂水库群联合调度模型研究[J].人民长江,2016,47(4):88-92.
[57]莫铠,李军,贾鹏. MIKE BASIN水资源模型对复杂水库调度程序的开发及应用[J].水科学与工程技术,2008(5):24-27.
[58]田开迪,沈冰,贾宪. MIKE SHE模型在灞河径流模拟中的应用研究[J].水资源与水工程学报,2016,27(1):91-95.
[59]卢小慧,李奇龙.基于MIKE SHE模型的流域地下水水文响应[J].长江科学院院报,2015,32(1):11-15+20.
[60]李静,焦树林,梁虹,等.基于MIKE SHE分布式水文模型的降水时间尺度对喀斯特流域径流模拟的影响研究———以红水河系六硐河流域为例[J].中国岩溶,2012,31(4):388-394.
[2]张蓓,李家科,李亚娇.不同开发模式下城市雨洪及污染模拟研究进展[J].环境科学与技术,2017,40(8):87-95.
[3]朱瑶,梁志伟,李伟,等.流域水环境污染模型及其应用研究综述[J].应用生态学报,2013,24(10):3012-3018.
[4]陈雪冬,邱勇,周卫霞,等.基于HEC-RAS和MIKE 11的山区天然河道水面线数值仿真[J].人民珠江,2014,35(3):116-118.
[5]许婷. MIKE21 HD计算原理及应用实例[J].港工技术,2010,47(5):1-5.
[6]姚双龙.基于MIKE FLOOD的城市排水系统模拟方法研究[D].北京:北京工业大学,2012.
[7]万增友. MIKE SHE模型国内应用现状及其关键问题研究[J].科协论坛,2011(5):99-101.
[8]朱茂森.基于MIKE11的辽河流域一维水质模型[J].水资源保护,2013,29(3):6-9.
[9]WANG Qinggai,WANG Yaping,LU Xuchuan,et al. Impact assessments of water allocation on water environment of river network:Method and application[J]. Physics&Chemistry of the Earth Parts A/b/c,2017,103:101-106.
[10]张斯思.基于MIKE11水质模型的水环境容量计算研究[D].合肥:合肥工业大学,2017.
[11]刘伟,刘洪超,徐海岩.基于MIKE11模型计算河流水功能区纳污能力方法[J].东北水利水电,2009,27(8):69-70+72.
[12]AHMED E S M S,MAYS L W. Model for determining real-time optimal dam releases during flooding conditions[J]. Natural Hazards,2013,65(3):1849-1861.
[13]沈洋,王佳妮.基于MIKE软件的溃坝洪水数值模拟[J].水电能源科学,2012,30(6):56-58+37.
[14]Danish Hydraulic Institute. Water and environment. MIKE21 scientific documentation[Z]. Denmark:DHI,2007.
[15]满霞玉,李丽,顾雯,等.城市内涝积水点分布模拟及治理策略初探[J].水电能源科学,2017,35(3):67-70.
[16]宋翠萍,王海潮,唐德善.暴雨洪水管理模型SWMM研究进展及发展趋势[J].中国给水排水,2015,31(16):16-20.
[17]韩君良.基于Mike Urban的小城市排水内涝规划[D].杭州:浙江工业大学,2015.
[18]王乾勋,赵树旗,周玉文,等.基于建模技术对城市排水防涝规划方案的探讨———以深圳市沙头角片区为例[J].给水排水,2015,51(3):34-38.
[19]王世旭.基于MIKE FLOOD的济南市雨洪模拟及其应用研究[D].山东:山东师范大学,2015.
[20]ELLIOTT A H,TROWSDALE S A. A review of models for low impact urban stormwater drainage[J]. Environmental Modelling&Software,2007,22(3):394-405.
[21]ZHOU Qianqian. A Review of sustainable urban drainage systems considering the climate change and urbanization impacts[J]. Water,2014,6(4):976-992.
[22]谢家强,廖振良,顾献勇.基于MIKE URBAN的中心城区内涝预测与评估———以上海市霍山-惠民系统为例[J].能源环境保护,2016,30(5):44-49+37.
[23]许月卿,邵晓梅,刘劲松.河北省水旱灾害发生情况统计分析[J].国土与自然资源研究,2001(2):6-8.
[24]秦年秀,姜彤.基于GIS的长江中下游地区洪灾风险分区及评价[J].自然灾害学报,2005,14(5):5-11.
[25]王蕾,肖长来,梁秀娟,等. MIKE BASIN模型在吉林市水资源配置方面的应用[J].中国农村水利水电,2014(1):128-131.
[26]王晓妮,王晓昕,侯琳. MIKE BASIN模型在松花江流域的应用研究[J].东北水利水电,2011,29(4):4-5+71.
[27]吴俊秀,李红英,刘革.应用MIKE BASIN模型规划调配大凌河流域水资源[J].水土保持应用技术,2011(1):23-25.
[28]REFSGAARD J C. Parameterisation,calibration and validation of distributed hydrological models[J]. Journal of Hydrology,1997,198(1-4):69-97.
[29] XIE Xianhong,CUI Yuanlai. Development and test of SWAT for modeling hydrological processes in irrigation districts with paddy rice[J]. Journal of Hydrology,2011,396(1):61-71.
[30]李洋,潘明祥,陈燕.数值模型在长江流域一级河网中的模拟应用[J].环境科学与技术,2010,33(S2):531-534+565.
[31]AHMED F. A hydrodynamic model for the Lower Rideau River[J]. Natural Hazards,2010,55(1):85-94.
[32]LIN H U,WEI L U,ZHANG Z K. Application of MIKE11model in water quality early-warning and protection in Dongtiaoxi water source[J]. Chinese Journal of Hydrodynamics,2016,31(1):28-36.
[33]JIANG Yue,ZHANG Haiping,CHEN Ling. Simulating the effectiveness of water diversion project in Chaohu City,Anhui Province[C]//International Conference on Bioinformatics and Biomedical Engineering. IEEE,2010:1-4.
[34]周兴波,陈祖煜,陈淑婧,等.基于MIKE 11的堰塞坝溃决过程数值模拟[J].安全与环境学报,2014,14(6):23-27.
[35]连阳阳.基于MIKE一二维耦合的安康城市洪水风险图编制研究[D].杨陵:西北农林科技大学,2016.
[36]MORIANOU G G,KOURGIALAS N N,KARATZAS G P,et al. Hydraulic and sediment transport simulation of Koiliaris River using the MIKE 21C model[J]. Procedia engineering,2016,162:463-470.
[37]陈雪峰,王桂萱. MIKE 21计算软件及其在长兴岛海域改造工程上的应用[J].大连大学学报,2007,28(6):93-98.
[38]宋泽坤,程和琴,刘昌兴,等.长江口溢油数值模拟及对水源地影响[J].长江流域资源与环境,2013,22(8):1055-1063.
[39]梁云,殷峻暹,祝雪萍,等. MIKE21水动力学模型在洪泽湖水位模拟中的应用[J].水电能源科学,2013,31(1):135-137+99.
[40]崔成,张义丰,左书华,等.人工岛内湖水体交换数值模拟研究[J].水道港口,2015,36(6):515-522.
[41]张虎,徐学军,代涛. MIKE21 FM在引江济巢工程规划中的应用[J].水电能源科学,2016,34(9):103-106+93.
[42] SHEN H T,YAPA P D. Oil slick transport in rivers[J].Journal of Hydraulic Engineering,1988,114(5):529-543.
[43]KOROTENKO K A,MAMEDOV R M,MOOERS C N K.Prediction of the transport and dispersal of oil in the south caspian sea resulting from blowouts[J]. Environmental Fluid Mechanics,2001,1(4):17-24.
[44]SEMADENI-DAVIES A,HERNEBRING C,SVENSSON G,et al. The impacts of climate change and urbanisation on drainage in Helsingborg,Sweden:Combined sewer system[J]. Journal of Hydrology. 2008,350(1-2):100-113.
[45] MARK O,LACOURSIRE J O,VOUGHT L B M,et al.Application of hydroinformatics tools for water quality modeling and management:case study of Vientiane,Lao P. D. R[J]. Journal of Hydroinformatics. 2010,12(2):161-171.
[46]APIRUMANEKUL C,MARK O. Modelling of urban flooding in Dhaka City[C]//Proceedings of 4th DHI Software Conference. 2001:101-108.
[47]马洪涛,张晓昕,王强.基于模型的城市道路积水应急排水措施研究[J].城市道桥与防洪,2008(9):42-45+6-7.
[48]韩冰,张明德,王艳.世博浦西园区供水管网系统水力(质)模型的建立及其研究[J].净水技术,2011,30(3):78-82.
[49]郑祎,吕金燕,洪德松,等.管网水力模型在城市供水规划中的应用[J].山西建筑,2014,40(9):134-135.
[50]LWE R,URICH C,DOMINGO N S,et al. Assessment of urban pluvial flood risk and efficiency of adaptation options through simulations-a new generation of urban planning Tools[J]. Journal of Hydrology,2017,550:355-367.
[51]李伟,刘冬梅,赵博.河闸泄流特性及对应洪水淹没范围模拟试验研究[J].人民长江,2016,47(18):96-100+105.
[52]侯燕,马山玉.基于MIKE与GIS的城市洪水风险分析及应用[J].水电能源科学,2016,34(11):72-76.
[53]徐速.城市雨水管网与地面流的一、二维集成模拟研究[J].中国给水排水,2011,27(9):71-73+77.
[54]王文亮,边静,李俊奇,等.基于模型分析的低影响开发提升城市雨水排水标准案例研究[J].净水技术,2015,34(4):100-104.
[55]曹东卫.基于Arc GIS和MikeBasin模型的还乡河流域污染负荷通量估算[J].水科学与工程技术,2015(1):64-67.
[56]杜倩,苗伟波.基于Mike Basin的复杂水库群联合调度模型研究[J].人民长江,2016,47(4):88-92.
[57]莫铠,李军,贾鹏. MIKE BASIN水资源模型对复杂水库调度程序的开发及应用[J].水科学与工程技术,2008(5):24-27.
[58]田开迪,沈冰,贾宪. MIKE SHE模型在灞河径流模拟中的应用研究[J].水资源与水工程学报,2016,27(1):91-95.
[59]卢小慧,李奇龙.基于MIKE SHE模型的流域地下水水文响应[J].长江科学院院报,2015,32(1):11-15+20.
[60]李静,焦树林,梁虹,等.基于MIKE SHE分布式水文模型的降水时间尺度对喀斯特流域径流模拟的影响研究———以红水河系六硐河流域为例[J].中国岩溶,2012,31(4):388-394.