Floodplain friction parameterization in two-dimensional river flood models using vegetation heights derived from airborne scanning laser altimetry

被引:159
作者
Mason, DC
Cobby, DM
Horritt, MS
Bates, PD
机构
[1] Univ Reading, Environm Syst Sci Ctr, Reading RG6 6AB, Berks, England
[2] Univ Bristol, Sch Geog Sci, Bristol BS8 1SS, Avon, England
关键词
distributed friction; segmentation; synthetic aperture radar; River Severn;
D O I
10.1002/hyp.1270
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Two-dimensional (2-D) hydraulic models are currently at the forefront of research into river flood inundation prediction. Airborne scanning laser altimetry is an important new data source that can provide such models with spatially distributed floodplain topography together with vegetation heights for parameterization of model friction. The paper investigates how vegetation height data can be used to realize the currently unexploited potential of 2-D flood models to specify a friction factor at each node of the finite element model mesh. The only vegetation attribute required in the estimation of floodplain node friction factors is vegetation height. Different sets of flow resistance equations are used to model channel sediment, short vegetation, and tall and intermediate vegetation. The scheme was tested in a modelling study of a flood event that occurred on the River Severn, UK, in October 1998. A synthetic aperture radar image acquired during the flood provided an observed flood extent against which to validate the predicted extent. The modelled flood extent using variable friction was found to agree with the observed extent almost everywhere within the model domain. The variable-friction model has the considerable advantage that it makes unnecessary the unphysical fitting of floodplain and channel friction factors required in the traditional approach to model calibration. Copyright (C) 2003 John Wiley Sons, Ltd.
引用
收藏
页码:1711 / 1732
页数:22
相关论文
共 51 条
[1]   A new method for moving-boundary hydrodynamic problems in shallow water [J].
Bates, PD ;
Hervouet, JM .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1999, 455 (1988) :3107-3128
[2]  
Bates PD, 2000, HYDROL PROCESS, V14, P2073, DOI 10.1002/1099-1085(20000815/30)14:11/12&lt
[3]  
2073::AID-HYP55&gt
[4]  
3.0.CO
[5]  
2-X
[6]  
Bates PD, 1997, HYDROL PROCESS, V11, P1777, DOI 10.1002/(SICI)1099-1085(199711)11:14&lt
[7]  
1777::AID-HYP543&gt
[8]  
3.0.CO
[9]  
2-E
[10]   INITIAL COMPARISON OF 2 2-DIMENSIONAL FINITE-ELEMENT CODES FOR RIVER FLOOD SIMULATION [J].
BATES, PD ;
ANDERSON, MG ;
HERVOUET, JM .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MARITIME AND ENERGY, 1995, 112 (03) :238-248