Effect of spatial trends on interpolation of river bathymetry

Continuous surface of river bathymetry (bed topography) is typically produced by spatial interpolation of discrete point or cross-section data. Several interpolation methods that do not account for spatial trend in river bathymetry produce inaccurate surfaces, thus requiring complex interpolation methods such as anisotropic kriging. Although isotropic methods are unsuitable for interpolating river bathymetry, issues that limit their use remain unaddressed. This paper addresses the issue of effect of spatial trend in river bathymetry on isotropic interpolation methods. It is hypothesized that if the trend is removed from the data before interpolation, the results from isotropic methods should be comparable with anisotropic methods. Data from six river reaches in the United States are used to: (i) interpolate bathymetry data using seven spatial interpolation methods; (ii) separate trend from bathymetry; (iii) interpolate residuals (bathymetry minus trend) by using all seven interpolation methods to get residual surfaces, (iv) add the trend back to residual surfaces; and (v) compare resulting surfaces from (iv) with surfaces created in (i). Quantitative and qualitative comparison of results through root mean square error (RMSE), semi-variograms, and cross-section profiles show that significant improvement (as much as 60% in RMSE) can be accomplished in spatial interpolation of river bathymetry by separating trend from the data. Although this paper provides a new simple way for interpolating river bathymetry by using (otherwise deemed inappropriate) isotropic methods, the choice of trend function and spatial arrangement of discrete bathymetry data play a vital role in successful implementation of the proposed approach.

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

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

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

[4]  T. C. Winter,et al.  Effect of anisotropy and groundwater system geometry on seepage through lakebeds. 1. Analog and dimensional analysis , 1984 .

[5]  Jie Yang,et al.  Applying the HEC-RAS model and GIS techniques in river network floodplain delineation , 2006 .

[6]  J. Boardman,et al.  High spatial resolution hyperspectral mapping of in-stream habitats, depths, and woody debris in mountain streams , 2003 .

[7]  Variability in flow-habitat relationships as a function of transect number for PHABSIM modelling , 2005 .

[8]  M. Tomczak,et al.  Spatial Interpolation and its Uncertainty Using Automated Anisotropic Inverse Distance Weighting (IDW) - Cross-Validation/Jackknife Approach , 1998 .

[9]  D. S. Mueller,et al.  Calibration and validation of a two-dimensional hydrodynamic model of the Ohio River, Jefferson County, Kentucky , 2001 .

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

[11]  Peter Goethals,et al.  Concept and application of the usable volume for modelling the physical habitat of riverine organisms , 2007 .

[12]  Jian Ye,et al.  Depth-averaged hydrodynamic model in curvilinear collocated grid , 1997 .

[13]  Panayiotis Diplas,et al.  Application of two- and three-dimensional computational fluid dynamics models to complex ecological stream flows , 2008 .

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

[15]  D. García de Jalón,et al.  Evaluation of instream habitat enhancement options using fish habitat simulations: case-studies in the river Pas (Spain) , 2007, Aquatic Ecology.

[16]  J. Pitlick,et al.  Magnitude-frequency of bed load transport in mountain streams in Colorado , 2004 .

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

[18]  Panayiotis Diplas,et al.  Using two-dimensional hydrodynamic models at scales of ecological importance , 2000 .

[19]  Filtering the signature of submerged large woody debris from bathymetry data , 2005 .

[20]  D. Raff,et al.  Assessing the ability of airborne LiDAR to map river bathymetry , 2008 .

[21]  M. Hutchinson A new procedure for gridding elevation and stream line data with automatic removal of spurious pits , 1989 .

[22]  Phaedon C. Kyriakidis,et al.  Spatial prediction of river channel topography by kriging , 2008 .

[23]  R. Townsend,et al.  3D Numerical Modeling of Flow and Sediment Transport in Laboratory Channel Bends , 2007 .

[24]  Tracy B. Vermeyen,et al.  Using an ADCP, Depth Sounder, and GPS for Bathymetric Surveys , 2006 .

[25]  W. Andrew Marcus,et al.  Passive optical remote sensing of river channel morphology and in-stream habitat: Physical basis and feasibility , 2004 .

[26]  Gary W. Hergert,et al.  Incorporating Spatial Trends and Anisotropy in Geostatistical Mapping of Soil Properties , 1997 .

[27]  Derek B. Ingham,et al.  High‐resolution numerical modelling of three‐dimensional flows over complex river bed topography , 2002 .

[28]  S. Hansen,et al.  Spatio-temporal variation of anisotropy of saturated hydraulic conductivity in a tilled sandy loam soil , 2008 .

[29]  Y. Martin Evaluation of bed load transport formulae using field evidence from the Vedder River, British Columbia , 2003 .

[30]  Norbert Silvera,et al.  Accuracy of interpolation techniques for the derivation of digital elevation models in relation to landform types and data density , 2006 .

[31]  M. Goodchild,et al.  Environmental Modeling with GIS , 1994 .

[32]  L. James POLYNOMIAL AND POWER FUNCTIONS FOR GLACIAL VALLEY CROSS-SECTION MORPHOLOGY , 1996 .

[33]  Xin Li,et al.  Two-dimensional coupled mathematical modeling of fluvial processes with intense sediment transport and rapid bed evolution , 2008 .

[34]  D. J. Booker,et al.  Hydraulic modelling of fish habitat in urban rivers during high flows , 2003 .

[35]  Clayton V. Deutsch,et al.  Hierarchical object-based stochastic modeling of fluvial reservoirs , 1996 .

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