Grid Scale Effects on Watershed Soil Erosion Models

The model CASC2D-SED was applied to the Goodwin Creek experimental watershed in Mississippi to define erosion model response to raster-based grid cell sizes. The model was parameterized at a 30 m grid, then calibrated and validated to three representative thunderstorms. The simulated hydrographs replicated the measurements of peak discharge, runoff volume, and time to peak. The model also calculated sediment yields within ±50% of the field measurements. Resampling the watershed digital elevation model at scales from 30 m to 330 m reduced the land surface slopes and changed the channel topology. In general, very good modeling results are obtained at grid sizes of 30 m and 90 m , which is comparable to the plot sizes of the universal soil loss equation. At grid sizes coarser than 150 m , the sediment source areas became less appropriately depicted and the calculated sediment delivery ratios became unrealistically high. Grid sizes smaller than 150 m are recommended for proper watershed simulation of upland e...

[1]  M. C. Quick,et al.  Erosion and sedimentation , 1996 .

[2]  P. Julien,et al.  Spatially varied soil erosion under different climates , 1991 .

[3]  Julien,et al.  UPLAND EROSION MODELING WITH CASC2D-SED , 2002 .

[4]  K. Beven,et al.  THE PREDICTION OF HILLSLOPE FLOW PATHS FOR DISTRIBUTED HYDROLOGICAL MODELLING USING DIGITAL TERRAIN MODELS , 1991 .

[5]  Walter J. Rawls,et al.  Green‐ampt Infiltration Parameters from Soils Data , 1983 .

[6]  Pierre Y. Julien,et al.  Sediment Transport Capacity of Overland Flow , 1985 .

[7]  Pierre Y. Julien,et al.  THE TWO‐DIMENSIONAL UPLAND EROSION MODEL CASC2D‐SED 1 , 2000 .

[8]  M. Velleux,et al.  Simulation of metals transport and toxicity at a mine-impacted watershed: California Gulch, Colorado. , 2006, Environmental science & technology.

[9]  Pierre Y. Julien,et al.  River mechanics: Frontmatter , 2002 .

[10]  Jens Christian Refsgaard,et al.  Effect of grid size on effective parameters and model performance of the MIKE‐SHE code , 2002 .

[11]  W. Rawls,et al.  Estimating generalized soil-water characteristics from texture , 1986 .

[12]  D. Montgomery,et al.  Digital elevation model grid size, landscape representation, and hydrologic simulations , 1994 .

[13]  Keith Beven,et al.  Linking parameters across scales: Subgrid parameterizations and scale dependent hydrological models. , 1995 .

[14]  Ian P. Prosser,et al.  Sediment transport capacity relations for overland flow , 2000 .

[15]  Jeroen M. Schoorl,et al.  Three-dimensional landscape process modelling : the effect of DEM resolution , 2000 .

[16]  Gregory J. McCabe,et al.  Differences in topographic characteristics computed from 100- and 1000-m resolution digital elevation model data , 2000 .

[17]  P. Julien,et al.  Estimation of upland erosion using GIS , 1998 .

[18]  Pierre Y. Julien,et al.  Erosion and sedimentation: Frontmatter , 1995 .

[19]  F. Engelund,et al.  A monograph on sediment transport in alluvial streams , 1967 .

[20]  P. Julien,et al.  Macroscale analysis of upland erosion , 1987 .

[21]  Susan Brooks,et al.  Research advances in geocomputation for hydrological and geomorphological modelling towards the twenty-first century , 2000 .

[22]  Keith Beven,et al.  Analytical compensation between DTM grid resolution and effective values of staurated hydraulic conductivity within the TOPMODEL framework , 1997 .

[23]  K. Beven,et al.  Sensitivity to space and time resolution of a hydrological model using digital elevation data. , 1995 .

[24]  Allen T. Hjelmfelt,et al.  DEM AGGREGATION FOR WATERSHED MODELING 1 , 2000 .

[25]  D. Wolock,et al.  Effects of digital elevation model map scale and data resolution on a topography‐based watershed model , 1994 .

[26]  Pierre Y. Julien,et al.  RASTER‐BASED HYDROLOGIC MODELING OF SPATIALLY‐VARIED SURFACE RUNOFF , 1995 .

[27]  E. Richardson,et al.  Mechanics of soil erosion from overland flow generated by simulated rainfall , 2007 .

[28]  P. Julien,et al.  Grid-Size Effects on Surface Runoff Modeling , 2000 .

[29]  W. H. Wischmeier,et al.  Predicting rainfall erosion losses : a guide to conservation planning , 1978 .

[30]  J. Refsgaard Parameterisation, calibration and validation of distributed hydrological models , 1997 .

[31]  R. Govindaraju,et al.  Effect of geomorphologic resolution on modeling of runoff hydrograph and sedimentograph over small watersheds , 2003 .

[32]  Bernd Diekkrüger,et al.  Scaling input data by GIS for hydrological modelling , 1999 .

[33]  Tammo S. Steenhuis,et al.  Effect of grid size on runoff and soil moisture for a variable‐source‐area hydrology model , 1999 .