A fast two-dimensional floodplain inundation model

被引:83
作者
Lamb, R. [1 ]
Crossley, M. [1 ]
Waller, S. [1 ]
机构
[1] JBA Consulting, Skipton, England
基金
英国工程与自然科学研究理事会; 英国自然环境研究理事会;
关键词
floods & floodworks; information technology; mathematical modeling; PROCESSING UNITS; SIMULATION;
D O I
10.1680/wama.2009.162.6.363
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Two-dimensional (2D) flood inundation modelling is now an important part of flood risk management practice. Research in the fields of computational hydraulics and numerical methods, allied with advances in computer technology and software design, have brought 2D models into mainstream use. Even so, the models are computationally demanding and can take a long time to run, especially for large areas and at high spatial resolutions (for instance 2 x 2 m or smaller grid cells). There is thus strong motivation to accelerate 2D model codes. This paper demonstrates the use of technology from the computer graphics industry to accelerate a 2D diffusion wave (non-inertial) floodplain model. Over the past decade the huge market for computer games has driven the development of very fast, relatively low-cost 'graphical processing units'. In recent years there has been a growing interest in this high-performance graphics hardware for scientific and engineering applications. This work adapted a flood model algorithm to run on a commodity personal computer graphics card. The results of a benchmark urban flood simulation were reproduced and the model run time reduced from 18 h to 9.5 min.
引用
收藏
页码:363 / 370
页数:8
相关论文
共 19 条
[1]  
[Anonymous], 2000, RISK AN UNC FLOOD DA
[2]  
BATES P, 2005, ENCY HYDROLOGICAL SC, P1897
[3]  
BRADBROOK KF, 2004, J RIVER BASIN MANAGE, V3, P1
[4]  
Buijs FA, 2003, SAFETY AND RELIABILITY, VOLS 1 AND 2, P311
[5]  
Craig P. S., 1997, CASE STUDIES BAYESIA, P37, DOI DOI 10.1007/978-1-4612-2290-3_2
[6]   WATER-QUALITY SIMULATION STUDY OF A NATURAL HARBOR [J].
FALCONER, RA .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1986, 112 (01) :15-34
[7]   Performance and accuracy of hardware-oriented native-, emulated- and mixed-precision solvers in FEM simulations [J].
Goeddeke, Dominik ;
Strzodka, Robert ;
Turek, Stefan .
INTERNATIONAL JOURNAL OF PARALLEL EMERGENT AND DISTRIBUTED SYSTEMS, 2007, 22 (04) :221-256
[8]   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
[9]   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
[10]   Simulation of rapidly varying flow using an efficient TVD-MacCormack scheme [J].
Liang, Dongfang ;
Lin, Binliang ;
Falconer, Roger A. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2007, 53 (05) :811-826