Modelling urban floods at submetre resolution: challenges or opportunities for flood risk management?

被引:75
作者
de Almeida, G. A. M. [1 ]
Bates, P. [2 ]
Ozdemir, H. [3 ]
机构
[1] Univ Southampton, Fac Engn & Environm, 7-5049 Univ Rd, Southampton SO17 1BJ, Hants, England
[2] Univ Bristol, Sch Geog Sci, Bristol, Avon, England
[3] Istanbul Univ, Dept Geog, Istanbul, Turkey
来源
JOURNAL OF FLOOD RISK MANAGEMENT | 2018年 / 11卷
关键词
Flood resilience; modelling; terrestrial LiDAR; urban flood; SHALLOW-WATER EQUATIONS; DRAINAGE; POROSITY;
D O I
10.1111/jfr3.12276
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study, we investigate the influence of fine-scale changes in the elevation of urban terrains on the dynamics and final distribution of flood inundation generated by intense rainfall. Numerical experiments have been performed combining two-dimensional shallow water model with extremely fine-resolution (10 cm) terrain data. Our results reveal that localised, decimetric-scale alterations in the elevation of streets can lead to remarkable differences in the flood inundation. These results confirm the important role played by finely resolved and accurate terrain data in capturing flow patterns that have a central impact on model predictions of flood inundation. Also, we argue that the observed sensitivity of flood inundation to small-scale topographical features paves the way to new opportunities for flood risk management measures. In particular, engineering flood resilient urban surfaces using fine-resolution models has a potential to considerably reduce flood impacts at a relatively low cost.
引用
收藏
页码:S855 / S865
页数:11
相关论文
共 35 条
[21]   Comparison of 1D/1D and 1D/2D Coupled (Sewer/Surface) Hydraulic Models for Urban Flood Simulation [J].
Leandro, Jorge ;
Chen, Albert S. ;
Djordjevic, Slobodan ;
Savic, Dragan A. .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2009, 135 (06) :495-504
[22]   Numerical resolution of well-balanced shallow water equations with complex source terms [J].
Liang, Qiuhua ;
Marche, Fabien .
ADVANCES IN WATER RESOURCES, 2009, 32 (06) :873-884
[23]   Overland flow and pathway analysis for modelling of urban pluvial flooding [J].
Maksimovic, Cedo ;
Prodanovic, Dusan ;
Boonya-Aroonnet, Surajate ;
Leitao, Joao P. ;
Djordjevic, Slobodan ;
Allitt, Richard .
JOURNAL OF HYDRAULIC RESEARCH, 2009, 47 (04) :512-523
[24]  
Mark O, 2004, J HYDROL, V299, P284, DOI [10.1016/j.jhydrol.2004.08.014, 10.1016/j.jhydrol.2001.08.014]
[25]   Modeling floods in a dense urban area using 2D shallow water equations [J].
Mignot, E. ;
Paquier, A. ;
Haider, S. .
JOURNAL OF HYDROLOGY, 2006, 327 (1-2) :186-199
[26]  
Molinaro P., 1994, Modelling of Flood Propagation Over Initially Dry Areas, P209
[27]   Dual multilevel urban drainage model [J].
Nasello, C ;
Tucciarelli, T .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2005, 131 (09) :748-754
[28]   Evaluating scale and roughness effects in urban flood modelling using terrestrial LIDAR data [J].
Ozdemir, H. ;
Sampson, C. C. ;
de Almeida, G. A. M. ;
Bates, P. D. .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2013, 17 (10) :4015-4030
[29]   Use of terrestrial laser scanning data to drive decimetric resolution urban inundation models [J].
Sampson, Christopher C. ;
Fewtrell, Timothy J. ;
Duncan, Alastair ;
Shaad, Kashif ;
Horritt, Matthew S. ;
Bates, Paul D. .
ADVANCES IN WATER RESOURCES, 2012, 41 :1-17
[30]   Integration of a shallow water model with a local time step [J].
Sanders, Brett F. .
JOURNAL OF HYDRAULIC RESEARCH, 2008, 46 (04) :466-475