Evaluating the effect of scale in flood inundation modelling in urban environments

被引:174
作者
Fewtrell, T. J. [1 ]
Bates, P. D. [1 ]
Horritt, M. [2 ]
Hunter, N. M. [3 ]
机构
[1] Univ Bristol, Sch Geog Sci, Bristol BS8 1SS, Avon, England
[2] Halerow Grp Ltd, Swindon SN4 0QD, Wilts, England
[3] JBA Consulting Ltd, Skipton BD23 3AE, N Yorkshire, England
基金
英国工程与自然科学研究理事会;
关键词
friction sensitivity; hydraulic modelling; scale; urban flooding;
D O I
10.1002/hyp.7148
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Cellular-based approaches for flood inundation modelling have been extensively calibrated and evaluated for this prediction of flood flows on rural river reaches. However, there has only been limited application of these approaches to urban environments, where the need for flood management is greatest. Practical application of two-dimensional (2D) flood inundation models is often limited by computation time and processing power on standard desktop PCs when attempting to resolve flows on the high-resolution grids necessary to replicate urban features. Consequently, it is necessary to evaluate the effectiveness of coarse grids to represent flood flows through urban environments. To examine these effects, LOSFLOOD-FP, a 2D storage cell model, is applied to hypothetical flooding scenarios in Greenfields, Glasgow, Grid resampling techniques in GIS software packages are evaluated and a bilinear griddling technique appears to provide the most accurate and physically intuitive results. A gridding method maintaining sharp elevation changes at building interfaces and neighbouring land is presented and estimates of the discretization noise associated with the coarse resolution grids suggest little improvement over current gridding methods. The variation in model results from the friction sensitivity analysis suggests a non-stationary response to Manning's n with changing model resolution. Model results suggests that a coarse resolution model for urban applications is limited by the representation or urban media in coarse model grids. Furthermore, critical length scales related to building dimensions and building separation distances exist in urban areas that determine maximum possible grid resolutions for hydraulic models of urban flooding. Copyright (C) 2008 John Wiley & Sons, Ltd.
引用
收藏
页码:5107 / 5118
页数:12
相关论文
共 33 条
[11]   Effects of spatial resolution on a raster based model of flood flow [J].
Horritt, MS ;
Bates, PD .
JOURNAL OF HYDROLOGY, 2001, 253 (1-4) :239-249
[12]   A DIFFUSION HYDRODYNAMIC MODEL (DHM) [J].
HROMADKA, TV ;
YEN, CC .
ADVANCES IN WATER RESOURCES, 1986, 9 (03) :118-170
[13]   Benchmarking 2D hydraulic models for urban flooding [J].
Hunter, N. M. ;
Bates, P. D. ;
Neelz, S. ;
Pender, G. ;
Villanueva, I. ;
Wright, N. G. ;
Liang, D. ;
Falconer, R. A. ;
Lin, B. ;
Waller, S. ;
Crossley, A. J. ;
Mason, D. C. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2008, 161 (01) :13-30
[14]   An adaptive time step solution for raster-based storage cell modelling of floodplain inundation [J].
Hunter, NM ;
Horritt, MS ;
Bates, PD ;
Wilson, MD ;
Werner, MGF .
ADVANCES IN WATER RESOURCES, 2005, 28 (09) :975-991
[15]  
LANE SN, 2001, MODEL VALIDATION PER, P413
[16]  
Mark O, 2004, J HYDROL, V299, P284, DOI [10.1016/j.jhydrol.2004.08.014, 10.1016/j.jhydrol.2001.08.014]
[17]  
Marks K, 2000, HYDROL PROCESS, V14, P2109, DOI [10.1002/1099-1085(20000815/30)14:11/12<2109::AID-HYP58>3.0.CO
[18]  
2-1, 10.1002/1099-1085(20000815/30)14:11/12&lt
[19]  
2109::AID-HYP58&gt
[20]  
3.0.CO