Soil erosion prediction in the Grande River Basin, Brazil using distributed modeling

Abstract Mapping and assessment of erosion risk is an important tool for planning of natural resources management, allowing researchers to modify land-use properly and implement management strategies more sustainable in the long-term. The Grande River Basin (GRB), located in Minas Gerais State, is one of the Planning Units for Management of Water Resources (UPGRH) and is divided into seven smaller units of UPGRH. GD1 is one of them that is essential for the future development of Minas Gerais State due to its high water yield capacity and potential for electric energy production. The objective of this study is to apply the Universal Soil Loss Equation (USLE) with GIS PCRaster in order to estimate potential soil loss from the Grande River Basin upstream from the Itutinga/Camargos Hydroelectric Plant Reservoir (GD1), allowing identification of the susceptible areas to water erosion and estimate of the sediment delivery ratio for the adoption of land management so that further soil loss can be minimized. For the USLE model, the following factors were used: rainfall–runoff erosivity ( R ), erodibility ( K ), topographic (LS), cover-management ( C ) and support practice ( P ). The Fournier Index was applied to estimate R for the basin using six pluviometric stations. Maps of the K , C , LS and P factors were derived from the digital elevation model (DEM), and soil and land-use maps, taking into account information available in the literature. In order to validate the simulation process, Sediment Delivery Ratio (SDR) was estimated, which is based on transported sediment (TS) to basin outlet and mean soil loss in the basin (MSL). The SDR calculation included data (total solids in the water and respective discharge) between 1996 and 2003 which were measured at a gauging station located on the Grande River and a daily flow data set was obtained from the Brazilian National Water Agency (ANA). It was possible to validate the erosion process based on the USLE and SDR application for the basin conditions, since absolute errors of estimate were low. The major area of the basin (about 53%) had an average annual soil loss of less than 5 t ha − 1 yr − 1 . With the results obtained we were able to conclude that 49% of the overall basin presently has soil loss greater than the tolerable rate, thus indicating that there are zones where the erosion process is critical, meaning that both management and land-use have not been used appropriately in these areas of the basin. The methodology applied showed acceptable precision and allowed identification of the most susceptible areas to water erosion, constituting an important predictive tool for soil and environmental management in this region, which is highly relevant for prediction of varying development scenarios for Minas Gerais State due to its hydroelectric energy potential. This approach can be applied to other areas for simple, reliable identification of critical areas of soil erosion in watersheds.

[1]  Derek Karssenberg,et al.  Integrating dynamic environmental models in GIS: The development of a Dynamic Modelling language , 1996, Trans. GIS.

[2]  Antonio Ramalho Filho,et al.  Sistema de avaliação da aptidão agrícola das terras , 1978 .

[3]  S. Jain,et al.  Estimation of Soil Erosion for a Himalayan Watershed Using GIS Technique , 2001 .

[4]  Recep Gundogan,et al.  Application of GeoWEPP for Determining Sediment Yield and Runoff in the Orcan Creek Watershed in Kahramanmaras, Turkey † , 2008, Sensors.

[5]  G. Erpul,et al.  Use of USLE/GIS Methodology for Predicting Soil Loss in a Semiarid Agricultural Watershed , 2007, Environmental monitoring and assessment.

[6]  B. Verbist,et al.  A Negotiation Support Tool for Assessment of Land Use Change Impacts on Erosion in a Previously Forested Watershed in Lampung, Sumatra, Indonesia , 2002 .

[7]  Gerard Govers,et al.  A GIS procedure for automatically calculating the USLE LS factor on topographically complex landscape units , 1996 .

[8]  Wpa van Deursen,et al.  Geographical Information Systems and Dynamic Models , 2000 .

[9]  Q. J. V. Lier,et al.  Definition of tolerable soil erosion values , 1997 .

[10]  S. M. de Jong,et al.  Imaging spectrometry : basic principles and prospective applications , 2001 .

[11]  James L. Martin,et al.  Impacts of Land Use Characterization in Modeling Hydrology and Sediments for the Luxapallila Creek Watershed, Alabama and Mississippi , 2008 .

[12]  Victor Jetten,et al.  Calibrating and validating the LISEM model for two data sets from the Netherlands and South Africa , 1999 .

[13]  José Márcio de Mello,et al.  Erosividade mensal e anual da chuva no Estado de Minas Gerais , 2007 .

[14]  Matthew G. Hohmann,et al.  An evaluation of methods to determine slope using digital elevation data , 2004 .

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

[16]  N. Harmancioglu,et al.  Integration of GIS with USLE in Assessment of Soil Erosion , 2002 .

[17]  A. K. Fujihara Predição de erosão e capacidade de uso do solo numa microbacia do oeste paulista com suporte de geoprocessamento. , 2002 .

[18]  S. V. Dijck,et al.  Effects of agricultural land use on surface runoff and erosion in a Mediterranean area , 2000 .

[19]  A. D. Roo,et al.  Physically-Based River Basin Modelling within a GIS: the LISFLOOD Model. , 2000 .

[20]  R. Pérez-Rodríguez,et al.  Spatial variability of the soil erodibility parameters and their relation with the soil map at subgroup level. , 2007, The Science of the total environment.

[21]  Ashish Pandey,et al.  Soil Erosion Assessment in a Hilly Catchment of North Eastern India Using USLE, GIS and Remote Sensing , 2008 .

[22]  Kenneth G. Renard,et al.  Using monthly precipitation data to estimate the R-factor in the revised USLE , 1994 .

[23]  John R. Williams,et al.  LARGE AREA HYDROLOGIC MODELING AND ASSESSMENT PART I: MODEL DEVELOPMENT 1 , 1998 .

[24]  Rabin Bhattarai,et al.  Estimation of Soil Erosion and Sediment Yield Using GIS at Catchment Scale , 2007 .

[25]  Jeffrey G. Arnold,et al.  The Soil and Water Assessment Tool: Historical Development, Applications, and Future Research Directions , 2007 .

[26]  M. C. Chemelil,et al.  Estimation of Potential Soil Erosion for River Perkerra Catchment in Kenya , 2005 .

[27]  A. Pandey,et al.  Identification of critical erosion prone areas in the small agricultural watershed using USLE, GIS and remote sensing , 2007 .

[28]  Chris S. Renschler,et al.  GeoWEPP - The Geo-spatial interface for the Water Erosion Prediction Project , 2002 .

[29]  G. R. Foster,et al.  USDA-Water Erosion Prediction Project (WEPP) , 1987 .

[30]  John E. Gilley,et al.  Water Erosion Prediction Project (WEPP): Development History, Model Capabilities, and Future Enhancements , 2007 .

[31]  M. P. E. Carvalho,et al.  Fator erodibilidade e tolerância de perda dos solos do Estado de São Paulo , 2008 .

[32]  C. K. Mutchler,et al.  Revised slope steepness factor for the universal soil loss equation , 1987 .

[33]  G. R. Foster,et al.  Predicting soil erosion by water : a guide to conservation planning with the Revised Universal Soil Loss Equation (RUSLE) , 1997 .

[34]  Raghavan Srinivasan,et al.  Extension and validation of a geographic information system-based method for calculating the Revised Universal Soil Loss Equation length-slope factor for erosion risk assessments in large watersheds , 2008, Journal of Soil and Water Conservation.

[35]  Wim Bakker,et al.  Imaging Spectrometry: Basic Analytical Techniques , 2002 .

[36]  V. Uygur,et al.  Estimating spatial distribution of soil loss over Seyhan River Basin in Turkey , 2007 .

[37]  A. D. Roo,et al.  LISEM: a single-event physically based hydrological and soil erosion model for drainage basins; I: theory, input and output , 1996 .

[38]  Chris S. Renschler,et al.  Designing geo‐spatial interfaces to scale process models: the GeoWEPP approach , 2003 .

[39]  G. Erpul,et al.  Use of USLE/GIS technology integrated with geostatistics to assess soil erosion risk in different land uses of Indagi Mountain Pass—Çankırı, Turkey , 2008 .