A subgrid channel model for simulating river hydraulics and floodplain inundation over large and data sparse areas

被引:338
作者
Neal, Jeffrey [1 ]
Schumann, Guy [1 ]
Bates, Paul [1 ]
机构
[1] Univ Bristol, Sch Geog Sci, Bristol BS8 1SS, Avon, England
关键词
WATER INDEX NDWI; CONTINENTAL-SCALE; UNCERTAINTY; AMAZON; RUNOFF; FLOW; EQUATIONS; SCENARIOS; POROSITY; DYNAMICS;
D O I
10.1029/2012WR012514
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper presents a new computationally efficient hydraulic model for simulating the spatially distributed dynamics of water surface elevation, wave speed, and inundation extent over large data sparse domains. The numerical scheme is based on an extension of the hydraulic model LISFLOOD-FP to include a subgrid-scale representation of channelized flows, which allows river channels with any width below that of the grid resolution to be simulated. The scheme is shown to be numerically stable and scalable, before being applied to an 800 km reach of the river Niger in Mali. The Niger application focused on the performance of four different model structures : a model without channels (two-dimensional (2-D) model), a model without a floodplain (one-dimensional (1-D) model), a model of the main channels and floodplain (1-D/2-D model), and the subgrid approach developed here. Inclusion of both the channel network and the floodplain was shown to be essential, meaning that large scale models of this region, including routing models for land surface schemes, will require a floodplain component. Including subgrid-scale channels on the floodplain changed inundation dynamics over the delta significantly and increased simulation accuracy in terms of water level, wave propagation speed, and inundation extent. Furthermore, only the subgrid model showed a consistent parameterization when calibrated against either gauge or ICESat water level data, suggesting that connectivity provided by small channels is a strong control on the hydraulics of the floodplain, or, at the very least, that low resolution gridded hydraulic models require additional connectivity to represent the delta flow dynamics.
引用
收藏
页数:16
相关论文
共 77 条
[1]   Spatial and temporal complexity of the Amazon flood measured from space [J].
Alsdorf, Doug ;
Bates, Paul ;
Melack, John ;
Wilson, Matt ;
Dunne, Thomas .
GEOPHYSICAL RESEARCH LETTERS, 2007, 34 (08)
[2]   Prospects for river discharge and depth estimation through assimilation of swath-altimetry into a raster-based hydrodynamics model [J].
Andreadis, Konstantinos M. ;
Clark, Elizabeth A. ;
Lettenmaier, Dennis P. ;
Alsdorf, Douglas E. .
GEOPHYSICAL RESEARCH LETTERS, 2007, 34 (10)
[3]  
[Anonymous], 2010, BENCHMARKING 2D DYFR
[4]   Effects of IPCCSRES emissions scenarios on river runoff: a global perspective [J].
Arnell, NW .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2003, 7 (05) :619-641
[5]   A simple water balance model for the simulation of streamflow over a large geographic domain [J].
Arnell, NW .
JOURNAL OF HYDROLOGY, 1999, 217 (3-4) :314-335
[6]   Uncertainty and equifinality in calibrating distributed roughness coefficients in a flood propagation model with limited data [J].
Aronica, G ;
Hankin, B ;
Beven, K .
ADVANCES IN WATER RESOURCES, 1998, 22 (04) :349-365
[7]   Assessing the uncertainty in distributed model predictions using observed binary pattern information within GLUE [J].
Aronica, G ;
Bates, PD ;
Horritt, MS .
HYDROLOGICAL PROCESSES, 2002, 16 (10) :2001-2016
[8]   Reach scale floodplain inundation dynamics observed using airborne synthetic aperture radar imagery: Data analysis and modelling [J].
Bates, Paul D. ;
Wilson, Matthew D. ;
Horritt, Matthew S. ;
Mason, David C. ;
Holden, Nick ;
Currie, Anthony .
JOURNAL OF HYDROLOGY, 2006, 328 (1-2) :306-318
[9]   A simple inertial formulation of the shallow water equations for efficient two-dimensional flood inundation modelling [J].
Bates, Paul D. ;
Horritt, Matthew S. ;
Fewtrell, Timothy J. .
JOURNAL OF HYDROLOGY, 2010, 387 (1-2) :33-45
[10]   A simple raster-based model for flood inundation simulation [J].
Bates, PD ;
De Roo, APJ .
JOURNAL OF HYDROLOGY, 2000, 236 (1-2) :54-77