GIS techniques for creating river terrain models for hydrodynamic modeling and flood inundation mapping

Two- and three-dimensional (2D/3D) hydrodynamic models require the geometric description of river bathymetry and its surrounding area as a continuous surface. These surface representations of river systems are also required in mapping flood inundation extents. Creating surface representations of river systems is a challenging task because of issues associated with interpolating river bathymetry, and then integrating this bathymetry with surrounding topography. The objectives of this paper are to highlight key issues associated with creating an integrated river terrain, and propose GIS techniques to overcome these issues. The following techniques are presented in this paper: mapping and analyzing river channel data in a channel fitted coordinate system; interpolation of river cross-sections to create a 3D mesh for main channel; and integration of interpolated 3D mesh with surrounding topography. These techniques are applied and cross-validated by using datasets from Brazos River in Texas, Kootenai River in Montana, and Strouds Creek in North Carolina. Creation of a 3D mesh for the main channel using a channel-fitted coordinate system and subsequent integration with surrounding topography produces a coherent river terrain model, which can be used for 2D/3D hydrodynamic modeling and flood inundation mapping. Although techniques presented in this paper produce better results compared to existing GIS methods, the linear approach has some limitations which can be overcome by accounting for channel meanders, sinuosity and thalweg location.

[1]  Alan K. Zundel,et al.  Review of Automated Floodplain Delineation from Digital Terrain Models , 2001 .

[2]  David R. Maidment,et al.  Anisotropic considerations while interpolating river channel bathymetry , 2006 .

[3]  P. Bates,et al.  A simple raster-based model for flood inundation simulation , 2000 .

[4]  Phaedon C. Kyriakidis,et al.  Forward and Inverse Transformations between Cartesian and Channel-fitted Coordinate Systems for Meandering Rivers , 2007 .

[5]  Michael E. Hodgson,et al.  Impact of Lidar Nominal Post-spacing on DEM Accuracy and Flood Zone Delineation , 2007 .

[6]  H. L. Mitchell,et al.  Integration, validation and point spacing optimisation of digital elevation models , 2004 .

[7]  Wen-Cheng Liu Modelling the effects of reservoir construction on tidal hydrodynamics and suspended sediment distribution in Danshuei River estuary , 2007, Environ. Model. Softw..

[8]  M. G. Shapiro,et al.  Digital Terrain Model Processing for Integrated Hydraulic Analysis and Floodplain Mapping , 2004 .

[9]  J. Carrivick,et al.  Hydrodynamics and geomorphic work of jökulhlaups (glacial outburst floods) from Kverkfjöll volcano, Iceland , 2007 .

[10]  Paul D Bates,et al.  Effects of mesh resolution and topographic representation in 2D finite volume models of shallow water fluvial flow , 2006 .

[11]  Panayiotis Diplas,et al.  Applying spatial hydraulic principles to quantify stream habitat , 2006 .

[12]  David R. Maidment,et al.  Geospatial Representation of River Channels , 2005 .

[13]  Dushmanta Dutta,et al.  A two‐dimensional hydrodynamic model for flood inundation simulation: a case study in the lower Mekong river basin , 2007 .

[14]  C. A. Fleming,et al.  Application of 3D hydrodynamic model to flood risk assessment , 2006 .

[15]  Paul D. Bates,et al.  The importance of spatial resolution in hydraulic models for floodplain environments , 1999 .

[16]  Luca Carniello,et al.  Two dimensional modelling of flood flows and suspended sedimenttransport: the case of the Brenta River, Veneto (Italy) , 2004 .

[17]  Eric Tate,et al.  Creating a Terrain Model for Floodplain Mapping , 2002 .

[18]  Gary W. Brunner,et al.  HEC-RAS River Analysis System. Hydraulic Reference Manual. Version 1.0. , 1995 .

[19]  M. Leclerc,et al.  Two‐Dimensional Hydrodynamic Modeling: A Neglected Tool in the Instream Flow Incremental Methodology , 1995 .

[20]  J. Carrivick,et al.  Application of 2D hydrodynamic modelling to high-magnitude outburst floods: An example from Kverkfjöll, Iceland , 2006 .

[21]  S. Lane,et al.  A comparison of one‐ and two‐dimensional approaches to modelling flood inundation over complex upland floodplains , 2007 .

[22]  John A. Goff,et al.  Interpolation of Fluvial Morphology Using Channel-Oriented Coordinate Transformation: A Case Study from the New Jersey Shelf , 2004 .