Scenario-based projections of future urban inundation within a coupled hydrodynamic model framework: A case study in Dongguan City, China

被引:185
作者
Wu, Xushu [1 ,2 ]
Wang, Zhaoli [2 ,3 ]
Guo, Shenglian [1 ]
Liao, Weilin [4 ]
Zeng, Zhaoyang [2 ,3 ]
Chen, Xiaohong [5 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
[2] South China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China
[3] South China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou 510640, Guangdong, Peoples R China
[4] Sun Yat Sen Univ, Sch Geog & Planning, Guangzhou 510275, Guangdong, Peoples R China
[5] Sun Yat Sen Univ, Ctr Water Resources & Environm Res, Guangzhou 510275, Guangdong, Peoples R China
关键词
Urban inundation; SWMM; LISFLOOD-FP; Coupled hydrodynamic model; Scenario analysis; Dongguan City; RISK-ASSESSMENT; RIVER-BASIN; FLOOD RISK; 1D; URBANIZATION; HYDROLOGY; SHANGHAI; IMPACTS; EVENTS; SYSTEM;
D O I
10.1016/j.jhydrol.2017.02.020
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
One major threat to cities at present is the increased inundation hazards owing to changes in climate and accelerated human activity. Future evolution of urban inundation is still an unsolved issue, given large uncertainties in future environmental conditions within urbanized areas. Developing model techniques and urban inundation projections are essential for inundation management. In this paper, we proposed a 2D hydrodynamic inundation model by coupling SWMM and LISFLOOD-FP models, and revealed how future urban inundation would evolve for different storms, sea level rise and subsidence scenarios based on the developed model. The Shiqiao Creek District (SCD) in Dongguan City was used as the case study. The model ability was validated against the June 13th, 2008 inundation event, which occurred in SCD, and proved capable of simulating dynamic urban inundation. Scenario analyses revealed a high degree of consistency in the inundation patterns among different storms, with larger magnitudes corresponding to greater return periods. Inundations across SCD generally vary as a function of storm intensity, but for lowlands or regions without drainage facilities inundations tend to aggravate over time. In riverfronts, inundations would exacerbate with sea level rise or subsidence; however, the inland inundations are seemingly insensitive to both factors. For the combined scenario of 100-yr storm, 0.5 m subsidence and 0.7 m sea level rise, the riverside inundations would occur much in advance, whilst catastrophic inundations sweep across SCD. Furthermore, the optimal low-impact development found for this case study includes 0.2 km(2) of permeable pavements, 0.1 km(2) of rain barrels and 0.7 km(2) of green roofs. (C) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:428 / 442
页数:15
相关论文
共 56 条
[1]   Evaluating Flood Resilience Strategies for Coastal Megacities [J].
Aerts, Jeroen C. J. H. ;
Botzen, W. J. Wouter ;
Emanuel, Kerry ;
Lin, Ning ;
de Moel, Hans ;
Michel-Kerjan, Erwann O. .
SCIENCE, 2014, 344 (6183) :472-474
[2]   Flood projections within the Niger River Basin under future land use and climate change [J].
Aich, Valentin ;
Liersch, Stefan ;
Vetter, Tobias ;
Fournet, Samuel ;
Andersson, Jafet C. M. ;
Calmanti, Sandro ;
van Weert, Frank H. A. ;
Hattermann, Fred F. ;
Paton, Eva N. .
SCIENCE OF THE TOTAL ENVIRONMENT, 2016, 562 :666-677
[3]   Increasing flood risk under climate change: a pan-European assessment of the benefits of four adaptation strategies [J].
Alfieri, Lorenzo ;
Feyen, Luc ;
Di Baldassarre, Giuliano .
CLIMATIC CHANGE, 2016, 136 (3-4) :507-521
[4]   Simplified two-dimensional numerical modelling of coastal flooding and example applications [J].
Bates, PD ;
Dawson, RJ ;
Hall, JW ;
Matthew, SHF ;
Nicholls, RJ ;
Wicks, J ;
Hassan, MAAM .
COASTAL ENGINEERING, 2005, 52 (09) :793-810
[5]   Bayesian updating of flood inundation likelihoods conditioned on flood extent data [J].
Bates, PD ;
Horritt, MS ;
Aronica, G ;
Beven, K .
HYDROLOGICAL PROCESSES, 2004, 18 (17) :3347-3370
[6]   A simple raster-based model for flood inundation simulation [J].
Bates, PD ;
De Roo, APJ .
JOURNAL OF HYDROLOGY, 2000, 236 (1-2) :54-77
[7]  
Bolle A., 2006, P URB DRAIN MOD WAT
[8]   Modeling storm surge flooding of an urban area with particular reference to modeling uncertainties: A case study of Canvey Island, United Kingdom [J].
Brown, James D. ;
Spencer, Tom ;
Moeller, Iris .
WATER RESOURCES RESEARCH, 2007, 43 (06)
[9]  
Carr R.S., 2006, Linking of 2D and pipe hydraulic models at fine spatial scales. Urban drainage modelling and water sensitive urban design
[10]  
Chen A.S., 2007, The Urban Inundation Model with Bidirectional Flow Interaction Between 2D Overland Surface and 1D Sewer Networks