ASSESSING RAINFALL EROSIVITY FROM MONTHLY PRECIPITATION DATA

Similar documents
RAINFALL AGGRESSIVENESS EVALUATION

Development of single rain storm erosivity models in central plateau and hill zones for Chitrakoot district

EVALUATION OF RAINFALL EROSIVITY INDICES MODELS BASED ON DAILY, MONTHLY AND ANNUAL RAINFALL FOR DEDIAPADA REGION OF GUJARAT

PARTICULIARITIES OF FLOODS ON RIVERS IN THE TRANSYLVANIAN SUBCARPATHIANS AND THE NEIGHBOURING

STATISTICAL ANALYSIS OF CONVECTIVE STORMS BASED ON ORADEA AND BOBOHALMA WSR-98D RADAR IN JULY

THE MAXIMUM QUANTITIES OF RAIN-FALL IN 24 HOURS IN THE CRIŞUL REPEDE HYDROGRAPHIC AREA

Spatial Variability of Satellite Derived Rainfall Erosivity Factors (R-Factors) for a Watershed near Allahabad

ABSTRACT The first chapter Chapter two Chapter three Chapter four

LANDSLIDE SPATIAL DISTRIBUTION ANALYSIS USING GIS. CASE STUDY SECAȘELOR PLATEAU

SEASONAL FLOW REGIME ON THE RIVERS FROM CĂLIMANI MOUNTAINS

Review Using the Geographical Information System and Remote Sensing Techniques for Soil Erosion Assessment

CONSIDERATIONS ABOUT THE INFLUENCE OF CLIMATE CHANGES AT BAIA MARE URBAN SYSTEM LEVEL. Mirela COMAN, Bogdan CIORUŢA

GIS METHODOLOGY FOR THE CALCULATION OF PROBABLE PEAK DISCHARGE TIME OF CONCENTRATION IN SMALL DRAINAGE BASINS. CASE STUDY

Measuring Uncertainty in Spatial Data via Bayesian Melding

USING THE FOURNIER INDEXES IN ESTIMATING RAINFALL EROSIVITY. CASE STUDY - THE SECAŞUL MARE BASIN

COMPARATIVE ANALYSIS OF THE FLOODS FREQUENCE ON TELEORMAN AND GALBEN RIVERS

Validation of the Weather Generator CLIGEN with Precipitation Data from Uganda. W. J. Elliot C. D. Arnold 1

Potential Impacts of Climate Change on Soil Erosion Vulnerability Across the Conterminous U.S.

LINKING GULLY EROSION AND RAINFALL EROSIVITY

Estimation of sediment yield using Remote Sensing (RS) and Geographic Information System (GIS) technique

DEMOGRAPHIC VULNERABILITY OF RURAL SETELMENTS IN THE SOMEŞ PLATEAU 1

Spatial and temporal rainfall erosivity change throughout the 21st century by statistical downscaling model

1. Introduction. 2. Study area. Arun Babu Elangovan 1+ and Ravichandran Seetharaman 2

Corelations between the landslides and the morphological and functional units of slopes in the Transylvanian Basin

Soil Erosion Calculation using Remote Sensing and GIS in Río Grande de Arecibo Watershed, Puerto Rico

Comparison of two methods of erosive rains determination

THE CHLOROSODIUM MINERAL WATERS IN ALBA COUNTY, LASTING TOURISTIC PROTECTION AND CAPITALIZATION

Zonal Analysis: A GIS lecture tutorial. Prof. Yuji MURAYAMA, PhD. Mr. Ronald C. ESTOQUE, MSc.

HEAT WAVES FREQUENCY IN SOUTHERN ROMANIA, BETWEEN

SOME ASPECTS REGARDING THE FLASH FLOOD ANALYSIS AND THE NATURAL FLOOD RISK MAP OF SOMEȘ PLAIN

TYPES OF HYDRIC REGIME IN THE SMALL RIVER BASINS FROM ROMANIA IN TERMS OF ANNUAL AVERAGE FLOW VARIATION

CHAPTER 2. RAINFALL-RUNOFF EROSIVITY FACTOR (R)

Estimating the rainfall erosivity factor from monthly precipitation data in the Madrid Region (Spain)

FLOOD WAVES PARAMETERS A COMPARATIVE ANALYSIS BETWEEN GALBENU AND TELEORMAN RIVERS

BUCHAREST UNIVERSITY FACULTY OF GEOGRAPHY

Drought News August 2014

THE LIQUID PRECIPITATION ABUNDANCE OF THE PRUT BASIN IN JULY 2008

Vol.3,No.3,September2017

Soil Erosion and Sediment Yield Analysis Using Prototype & Enhanced SATEEC GIS System Models

Paper N National Soil Erosion Research Lab

ADELA PAȘCA, TEODOR RUSU. Bucharest, June 2018

IMPACT OF LAND USE CHANGE TO THE SOIL EROSION ESTIMATION FOR CULTURAL LANDSCAPES: CASE STUDY OF PAPHOS DISRICT IN CYPRUS

FUTURE CHANGES IN EXTREME TEMPERATURE INDICES IN CLUJ-NAPOCA, ROMANIA

ANALYSIS OF SOIL EROSION AND SEDIMENT YIELD USING EMPIRICAL AND PROCESS BASED MODELS

EVALUATION OF SOIL EROSION IN REGHIN HILLS USING THE USLE METHOD

THE REGIME OF THE ATMOSPHERIC PRECIPITATION IN THE BARCĂU HYDROGRAPHICAL BASIN

The effect of soil physical parameters on soil erosion. Introduction. The K-factor

The Influence of tropical cyclones as soil eroding and sediment transporting events. An example from the Philippines

USING GIS FOR AVALANCHE SUSCEPTIBILITY MAPPING IN RODNEI MOUNTAINS

GEOGRAPHIA NAPOCENSIS Anul V, nr. 1/2011

THERMIC CHARACTERIZATION OF THE YEARS AND MONTHS OF THE AGRICULTURAL PERIOD , AT ORADEA

RELATIVE AIR MOISTURE IN CRISUL REPEDE DRAINAGE AREA

The Importance of Snowmelt Runoff Modeling for Sustainable Development and Disaster Prevention

DESCRIPTION OF A HYDROLOGIC DATASET. Department of Environmental Sciences, Wageningen University and. Research Center. Wageningen, The Netherlands

Assessment of solid load and siltation potential of dams reservoirs in the High Atlas of Marrakech (Moorcco) using SWAT Model

)UDQFR54XHQWLQ(DQG'tD]'HOJDGR&

Spatial Distribution, Variation, and Trends in Storm Precipitation Characteristics Associated with Soil Erosion in the United States

THE ANALYSIS OF THE SILTING PROCESS OF VÂRŞOLŢ RESERVOIR

Web-based Tools for Soil Erosion Assessment/Management

SPATIALLY DISTRIBUTED MODEL FOR SOIL EROSION AND SEDIMENT TRANSPORT IN THE MEKONG RIVER BASIN

Spatial and temporal assessment of potential soil erosion over Greece

GIS model & modeling

Catena. Spatial and temporal variation in rainfall erosivity in a Himalayan watershed

Conservation Planning evaluate land management alternatives to reduce soil erosion to acceptable levels. Resource Inventories estimate current and

FLOOD SUSCEPTIBILITY ASSESSMENT IN THE NIRAJ BASIN

8 Current Issues and Research on Sediment Movement in the River Catchments of Japan

The indicator can be used for awareness raising, evaluation of occurred droughts, forecasting future drought risks and management purposes.

DETERMINATION OF SEDIMENT TRAP EFFICIENCY OF SMALL WATER RESERVOIR AT KREMPNA

Gully erosion and associated risks in the Tutova basin Moldavian Plateau

Watershed Processes and Modeling

ESTIMATION OF ANNUAL AVERAGE SOIL LOSS AND PREPARATION OF SPATIALLY DISTRIBUTED SOIL LOSS MAP: A CASE STUDY OF DHANSIRI RIVER BASIN

Regionalization Methods for Watershed Management - Hydrology and Soil Erosion from Point to Regional Scales

Updating Slope Topography During Erosion Simulations with the Water Erosion Prediction Project

Floodplain modeling. Ovidius University of Constanta (P4) Romania & Technological Educational Institute of Serres, Greece

JRC MARS Bulletin Crop monitoring in Europe January 2016 Weakly hardened winter cereals


The Palfai Drought Index (PaDI) Expansion of applicability of Hungarian PAI for South East Europe (SEE) region Summary

Land-Water Linkages in Rural Watersheds Electronic Workshop 18 September 27 October 2000

Eagle Creek Post Fire Erosion Hazard Analysis Using the WEPP Model. John Rogers & Lauren McKinney

Regional analysis of climate and bioclimate change in South Italy

EVALUATION OF MIGRATION OF HEAVY METAL CONTAINING SEDIMENT RESULTING FROM WATER EROSION USING A GEO- INFORMATION MODEL

Implementing a process-based decision support tool for natural resource management - the GeoWEPP example

CASE STUDY REGARDING SOIL TEMPERATURE IN THE PLAIN OF THE CRIȘ RIVERS

SOME ASPECTS REGARDING THE CURRENT CLIMATIC TRENDS IN ORADEA, IN THE GLOBAL WARMING CONTEXT

Surface Erosion Estimations Using Universal Soil Erosion Equation (USLE) Regarding Terrain Revegetation

GeoWEPP The Geo-spatial interface for the Water Erosion Prediction Project

Annual and seasonal air temperature and precipitation trends in the North of the Apuseni Mountains

Estimation of the Soil Erosion in Cauvery Watershed (Tamil Nadu and Karnataka) using USLE

REPRESENTATIVE HILLSLOPE METHODS FOR APPLYING

Journal of Spatial Hydrology Vol.11, No.1 Spring 2011

Westmap: The Western Climate Mapping Initiative An Update

EXTREME TEMPERATURES IN THE CITY OF SĂCUENI BIHOR

Effect of Runoff and Sediment from Hillslope on Gully Slope In the Hilly Loess Region, North China**

International Journal of Science and Engineering (IJSE)

DETECTION AND FORECASTING - THE CZECH EXPERIENCE

Utility of Graphic and Analytical Representation of Simple Correlation, Linear and Nonlinear in Hydro-climatic Data Analysis

Preliminary study on mechanics-based rainfall kinetic energy

Riscuri şi Catastrofe

Roger Andy Gaines, Research Civil Engineer, PhD, P.E.

PATTERNS OF THE MAXIMUM RAINFALL AMOUNTS REGISTERED IN 24 HOURS WITHIN THE OLTENIA PLAIN

Transcription:

ASSESSING RAINFALL EROSIVITY FROM MONTHLY PRECIPITATION DATA CS. HORVATH 1, Kinga Olga RÉTI 2, Gh. ROȘIAN 2 ABSTRACT. Assessing Rainfall Erosivity from Monthly Precipitation Data. Human induced soil degradation and erosion are between the biggest environmental challenges of the XXI century. It is estimated that the world's top soil could be eroded within the next 60 years. Here we estimated the soil erosion by water in the Transylvanian Plain by applying the RUSLE equation in combination with the modified version of Fournier index, which takes into account the monthly and yearly precipitations for estimating the rainfall erosivity. Using GIS we generated an erosivity map for The Transylvanian Plain and used it in further spatial analyses to evaluate soil erosion. Keywords: rainfall erosivity, RUSLE, Modified Fournier Index, Transylvanian Plain 1. INTRODUCTION There are different types of models available to estimate soil erosion, including the EUROSEM (European Soil Erosion Model), LISEM (Limburg Soil Erosion Model), PESERA (Pan-European Soil Erosion Risk Assessment) and WEPP (Water Erosion Prediction Project) models. The most commonly used remains the classic Universal Soil Loss Equation (USLE), developed by Wischmeier & Smith (1965) and revised by Renard et al. (1991) who proposed for the first time the name RUSLE for the updated framework. Originally the equation was developed for the continental USA to evaluate and select between various soil conservation practices for different crop types and land-use/management systems. RUSLE estimates the water induced soil erosion on the basis of six key factors: rainfall erosivity (R), soil erodibility (K), slope length (L), slope steepness (S), landcover and management practices (C) and conservation practices (P). The equation is: A= R x K x L x S x C x P (1) where, A is the estimated spatial and temporal average soil loss per unit of area. As we know RUSLE uses the same basic equation as USLE but it also incorporates the new research results regarding their factors. Both equations reflect 1 Babeş-Bolyai University, Faculty of Geography, Cluj-Napoca, Romania. E-mail: hcsaba@gmail.com 2 Babeş-Bolyai University, Faculty of Environmental Science and Engineering, Cluj-Napoca, Romania. E-mail: reti.kinga@ubbcluj.ro; rosian.gheorghe@ubbcluj.ro 109

empirical associations and so they are valid only if their factors can be transposed from the experimental field to the wider reality. In the USA one can simply estimate the above mentioned six factors from the RUSLE database; however in Europe the factors should be computed and contextualized according to the local and regional geographical and bioclimatical characteristics. In the European literature (Moțoc, et. al 1983; Renard, et al. 1997; Bilasco et al. 2009; Panagos, 2015) there are several definitions for the factors corresponding to different geographic regions and experimental fields. One of the most problematic component of the equation (1) is the rainfall erosivity factor due to the Fig. 1. Study area: Transylvanian Plain 110 scarcely available data. In the original equation Wischmeier and Smith (1965) determined that the energy available to move sediment during a rainstorm is the product of the total amount of kinetic energy (E) of the storm, and the intensity (I) of the storm, named the EI parameter. Therefore the R-factor can be defined as the average annual sum of the EI parameters for all storms during a given year. Also they determined that the maximum thirty minute intensity of the storm yielded the best results. One major problem for applying this formula will remain the scarcity of detailed rainfall intensity data. Because of this, several authors attempted to find correlations between the R-factor and some straightforward measurable characteristics of rainfall. In the paper we implement one of these equations for our study area (Yu & Rosewell, 1996), for assessing its usability in estimating erosion quantities with only monthly and yearly precipitation data. 2. DATA AND METHODS 2.1 Study area The Transylvanian Plain (Fig. 1) represents the smallest unit of the three major divisions of Transylvania Plateau. Located in the north-central part of the Transylvanian Basin, between the mountain peaks of Călimani Mountains in the east and the Apuseni in the southwest, the Transylvania Plain appears as a low hilly region, used predominantly agriculturally. Compared to the other units of the

Transylvanian Plateau (Târnavelor Plateau and Somes Plateau), the Transylvania Plain presents distinct geographical features derived in part from its relative position regarding the adjacent mountain areas. Its orographic characteristics and crop management makes it perfect for comparing results, regarding the quantitative erosion estimated through the USLE equation. Also, Moțoc, M (1963) experimented here for the data necessary for the USLE type ROMSEM model, with which he computed for Romania several of the USLE factors, from the experimental soil plots of Câmpia Turzii (Cluj County). 2.2. Methods In 1960 Fournier developed an index using monthly and yearly precipitations to estimate rainfall aggressiveness, later research showed that the index it was correlated to other climatic variables, which are also contributing factors in the triggering or reactivation of erosive phenomena. The Fournier index formula is: 2 Pmax F (2) P where, F is the Fournier Index, P max is the monthly average amount of precipitation of the rainiest month (mm), and P is the average annual quantity of precipitation. Later Arnoldus, in 1980 modified the original index so the formula transformed to: 12 2 Pi F M (3) i 1 P where, F M Modified Fournier Index, Pi is the monthly average amount of precipitation for month i (mm), and P is the average annual quantity of precipitation (mm). He also showed, that the F M index is a good approximation of R (rainfall erosivity) to which it is linearly correlated. F M takes into account the seasonal variation in the precipitation, analyzing data on F M, for different European regions (Bergsma, 1980; Bolinne et al., 1980; Gabriels et al., 1986), showed that the F M index is strongly linearly correlated to the mean annual rainfall. This new modified formula also considered the yearly variation of the precipitation and also it showed a good correlation with altitude. With the development of the new GIS technology it has became obvious that a spatial form of the USLE equation should be implemented. This is possible because all modern GIS programs have a layer based computation (Raster Calculator) method, which allows a relatively simple computation of the erosion if the USLE equation factors maps are accessible. As we mentioned above, Yu & Rosewell (1996) found a strong correlation between the modified Fournier index and the R-factor: R [MJ mm ha 1 h 1 yr 1 ] (4) 1.41 3.82FM 111

55 Fig. 2. Station altitude and the Modified Fourier index correlation For the assessment of the R-factor we chose four nearby meteorological stations, to the Transylvanian Plain, with long term monthly and yearly data available (1961-2000). We found a strong correlation between the modified Fourier index and the altitude of the stations (Fig. 2.) which made it possible to spatially represent the data through GIS (Fig. 3.). Fig. 3. Modified Fourier Index Map Fig. 4. R-factor, computed from rainfall intensity values RUSLE2015 With the help of Esri s ArcGIS/ArcMap Raster Calculator we implemented the correlation equation in GIS, using the DEM through spatial analysis (replacing x with the DEM in the equation y = -0,0286x + 64,749) we created the Modified Fourier Index Map (Fig. 3). 112

3. RESULTS AND DISCUSSION Fig. 5. R-factor modeled from F M In 2015 the European Commission, Joint Research Centre, Institute for Environment and Sustainability assessed the soil erosion by water for the entire European Union. The rainfall erosivity for our study region for 15 and 30 minute rainfall intensities is presented by Fig. 4 (Panagos, 2015). To evaluate the correctness of our computed values we compared our results with the above mentioned Europe wide study. RUSLE factors such as soil erodibility (K), slope length (L), slope steepness (S), landcover and management practices (C) and the conservation practices (P) were used from the European Soil Data Centre (ESDAC), evaluated with 2015 state of art research (Panagos, 2015). Fig. 6. Soil erosion map created based on the Modified Fournier Index The chosen scale for the RUSLE2015 analysis is the 100 m pixel, this being the most appropriate because the C-factor (at 100 m resolution) can be 113 Fig. 7. RUSLE2015 Soil erosion map (Panagos, 2015)

altered as a result of policy interventions that affect land use (Fig. 7). The 100 m resolution also falls between the coarse resolution values of the K-factor (500 m), the R-factor (500 m), the P-factor (1 km), and the very high resolution of the LSfactor (25 m) (Panagos, 2015). The RUSLE equation can simply be implemented in a spatial form because all factors can be interpreted as maps. If all factors are spatialized with a simple mathematical function one can compute the average erosion for the analyzed area, in our case the Transylvanian Plain. We used here the Esri s ArcGIS/ArcMap Spatial Analyst tools/ Map Algebra / Raster Calculator toolbox to implement the equation (Fig. 6). % of the Transilvanian Plain area 30 25 20 15 10 5 0 A RUSLE2015 A computed 0-0,5 0,5-1 1-2 2-5 5-10 10-20 20-50 > 50 A (t/ha) Fig. 8. Comparing the two resulting soil erosion map values 4. CONCLUSIONS We summarize our conclusions in the following main points: the modified Fournier index overestimates at high values and underestimates the RUSLE2015 at the small values (as indicated by Fig. 8). the amplitude of the erosion values are the same between 0 and a small percentage above 50 t/ha/year. based on the significant values of the erosion (Fig. 6, 7) we conclude that spatially both methods give maximum values on the same areas, the differences appears mostly because the resolution differences. Finally we conclude that the application of the Modified Fourier Index for assessing the R factor in the RUSLE/USLE equation needs further research, however, the similar values from literature and the good correlation with altitude make it a good candidate to use it for estimate the R-factor from monthly precipitation values. 114

Acknowledgment This work was perform in the frame of the Hungarian Academy of Sciences DOMUS Homeland Group Scholarship 2015-2016. We would also like to thank Hartel Tibor for his invaluable advice and help in editing and overseeing the article. REFERENCES 1. Arnoldus, H.M.L. (1980), An approximation of rainfall factor in the Universal Soil Loss Equation. Assessment of erosion (M. De Boodt & D. Gabriels, eds.), Wiley, Chichester, U.K., 127 132. 2. Bergsma, E. (1980) Provisional rain-erosivity map of The Netherlands. In: Assessment of Erosion (ed. bv M. De Boodt & D. Gabriels). Wiley, Chichester, UK. 3. Bilasco St., Horvath Cs., Sorocovschi V. E., Cocean P., Oncu M. (2009) Implementation Of The Usle Model Using Gis Techniques. Case Study The Someşean Plateau, CNCSIS A, Carpathian Journal of Earth and Environmental Sciences, P.123-132 4. Bolinne, A., Laurant, A. & Rosseau, P. (1980) Provisional rain-erosivity map of Belgium. In: Assessment of Erosion (ed. by M. De Boodt & D. Gabriels), 111-120. Wiley, Chichester, UK. 5. Costea, M., (2012), Using the Fournier Indexes in estimating rainfall erosivity. Case study The Secaşul Mare Basin, Aerul şi apa componente ale mediului, Presa Universitară Clujeană, Cluj-Napoca, p. 313-320. 6. Croitoru, Adina-Eliza (2006), Excesul de precipitatii din Depresiunea Transilvaniei, Edit. Casa Cărții de Știință, Cluj-Napoca 7. Fournier, F. (1960), Climat et erosion.p.u.f. Paris 8. Gabriels, D., Cadron, W. & De Mey, P. (1986) Provisional rain erosivity maps of some EC countries. Proc. Workshop on Erosion Assessment and Modelling (Brussels, Belgium). 9. Horvath, Cs., Bilaşco, Ş., Antal, I.M., 2008. Quantitative estimation of soil erosion in the Drăgan river watershed with the USLE type ROMSEM model. Geographia Napocensis, 2 (1). 10. Kenneth G.Renard., Jeremy R Freimund (1994) Using monthly precipitation data to estimate the R-factor in the revised USLE, Elsevier, Journal of Hydrology 157, p 287-306. 11. Kurt Cooper (2011) Evaluation of the relationships between the RUSLE R-factor and mean annual precipitation, http://www.engr.colostate.edu/~pierre/ce_old/projects/linkfiles/cooper%20r-factor- Final.pdf. Accessed: 02.02.2016. 12. Motoc M (1963) Eroziunea solului pe terenurle agricole și combaterea lui, Editura Agro-Silvică, București. 13. Motoc, M., Ionita, I., (1983). Unele probleme privind metoda de stabilire a indexului ploii si vegetatie pentru ploi singulare în intervale scurte. Buletinul ASAS nr. 12 115

14. Panagos, P., Ballabio, C., Borrelli, P., Meusburger, K., Klik, A., Et Al., (2015). Rainfall erosivity in Europe. Science of Total Environment 511, 801 814. 15. Renard, K. G., G. R. Foster, G.A. Weesies, D. K. Mccool, D. C. Yoder, (1997). Predicting Soil Erosion by Water A Guide to Conservation Planning with the Revised Universal Soil Loss Equation (RUSLE). U.S. Dept. of Agric., Agr. Handbook No. 703. 16. Renard, K.G., Freimund, J.R., (1994). Using Monthly Precipitation Data to Estimate the R-factor in the Revised USLE. Journal of Hydrology, ppl57,287-306. 17. Vito Ferro, Paolo Porto, Bofu Yu (1999) A comparative study of rainfall erosivity estimation for southern Italy and southeastern Australia, Hydrological Sciences Journal, Vol. 44, Iss. 1, DOI: 10.1080/02626669909492199 18. Wischmeier, W. H., Smith, D. D. (1965). Predicting rainfall-erosion losses from cropland east of the Rocky Mountains. Agricultural Handbook 282: USDA, ARS, 47 pp. 19. Yu, B., Rosewell, C.J., (1996). Technical Notes: A Robust Estimator of the R- Factor for the Universal Soil Loss Equation. Transactions of the ASAE, 1996 American Society of Agricultural Engineers, Vol. 39: pp 559-561. 116