A coarse-grid approach to representing building blockage effects in 2D urban flood modelling

被引:128
作者
Chen, Albert S. [1 ]
Evans, Barry [2 ]
Djordjevic, Slobodan [1 ]
Savic, Dragan A. [1 ]
机构
[1] Univ Exeter, Ctr Water Syst, Coll Engn Math & Phys Sci, Exeter EX4 4QF, Devon, England
[2] Univ Exeter, Dept Geog, Coll Life & Environm Sci, Exeter EX4 4RJ, Devon, England
基金
英国工程与自然科学研究理事会;
关键词
Urban Inundation Model (UIM); Building blockage effect; Building coverage ratio (BCR); Conveyance reduction factors (CRFs); DIFFUSION-WAVE TREATMENT; INUNDATION MODEL; SCALE;
D O I
10.1016/j.jhydrol.2012.01.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The latest information and communications technology has enabled flood modelling in urban areas using high quality terrain data to simulate the detailed flow dynamics in local areas. However, the computational cost rises exponentially as the resolution goes finer. The advance of computing hardware is still a limiting factor for large-scale area or risk/uncertainty analysis modelling with fine resolution that describes the details of building features. Grid coarsening is the straightforward way to reduce the computing efforts for 2D flood modelling. The traditional approach to grid coarsening usually takes the average elevation of a fine grid as the new terrain model for the coarse grid. This approach often results in loss of information that introduces errors to modelling. In this study, the building features in coarse grids were abstracted using the building coverage ratio (BCR) and the conveyance reduction factor (CRF) parameters in a 2D model to simulate flooding in urban areas. The outcome of 20 case studies showed the proposed model can minimise the errors due to terrain averaging and provide a much better accuracy of modelling results at a marginally increased computing cost. Crown Copyright (C) 2012 Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:1 / 16
页数:16
相关论文
共 21 条
[11]   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
[12]   A fast two-dimensional floodplain inundation model [J].
Lamb, R. ;
Crossley, M. ;
Waller, S. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2009, 162 (06) :363-370
[13]  
Liggett J.A., 1975, UNSTEADY FLOW OPEN C, P29
[14]   Reduced complexity strategies for modelling urban floodplain inundation [J].
McMillan, Hilary K. ;
Brasington, James .
GEOMORPHOLOGY, 2007, 90 (3-4) :226-243
[15]   A comparison of three parallelisation methods for 2D flood inundation models [J].
Neal, Jeffrey C. ;
Fewtrell, Timothy J. ;
Bates, Paul D. ;
Wright, Nigel G. .
ENVIRONMENTAL MODELLING & SOFTWARE, 2010, 25 (04) :398-411
[16]  
Neelz S., 2010, BENCHMARKING 20 HYDR
[17]   Sub-grid scale parameterisation of 2D hydrodynamic models of inundation in the urban area [J].
Neelz, Sylvain ;
Pender, Gareth .
ACTA GEOPHYSICA, 2007, 55 (01) :65-72
[18]   A comparison of one- and two-dimensional approaches to modelling flood inundation over complex upland floodplains [J].
Tayefi, V. ;
Lane, S. N. ;
Hardy, R. J. ;
Yu, D. .
HYDROLOGICAL PROCESSES, 2007, 21 (23) :3190-3202
[19]   Numerical modelling of flood flows over irregular topography [J].
Wang, X. ;
Cao, Z. ;
Pender, G. ;
Neelz, S. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2010, 163 (05) :255-265
[20]   Urban fluvial flood modelling using a two-dimensional diffusion-wave treatment, part 1: mesh resolution effects [J].
Yu, D ;
Lane, SN .
HYDROLOGICAL PROCESSES, 2006, 20 (07) :1541-1565