Comparison of EPM and RUSLE models in estimating erosion and sediment production using GIS (Case study: Chamgardalan watershed of Ilam province)

Document Type : Research Article

Authors

1 Associate Professor of Physical Geography, University of Golestan, Gorgan, Iran

2 MS.c Student of Environmntal Hazard, University of Golestan, Gorgan, Iran

Abstract

Soil erosion is one of the most important environmental problems in the world, which has created many problems for human societies. Qualitative and quantitative assessment of erosion using experimental models for estimating erosion and sediment is one of the solutions through which soil erosion can be controlled to some extent and its amount can be minimized. The present study was conducted to compare EPM and RUSLE models in estimating erosion and sediment in Chamgardalan watershed of Ilam province. In this regard, the factors affecting erosion include rain erosivity, soil erodibility, topography, vegetation and soil conservation operations as well as observable erosion coefficients, rock and soil susceptibility to erosion, land use and average slope, used as a percentage used in the mentioned models and finally the amount of erosion and sediment produced was calculated according to the proposed models and compared with the amount observed in the sedimentation station of Chamgardalan watershed. The results show that the estimated sediment rate of RUSLE model was 16.37 tons per hectare per year and in the EPM method was 21.49 tons per hectare per year, which is closer to the estimated value of RUSLE. Observed sediment of 16.58 tons per hectare per year, the efficiency of RUSLE model in estimating sediment in the study area is higher. Finally, it is recommended to use the EPM model for the initial phases of justification, overview and identification studies and RUSLE method for detailed and more accurate studies of erosion and sedimentation of the watershed.

Keywords

Main Subjects


  • Abedini, M., Shabrang, S., & Esmaeli, A. (2014). Review on Soil Erosion and Sedimentation in Meshkin Chai Catchment Area by EPM Method. Geography and Development, 11(30), 87-100. [In Persian] https://doi.org/22111/gdij.2014.245
  • Amiri, F., Arzani, H., Farahpour, M., Chaeichi, M.R., & Khajeh Aldin, S.J.A.D. (2009). Efficiency of Mpsiac and EPM Models for Assessment Soil Erosion in Range Suitability. Rangeland, 3(1), 138-154. [In Persian] https://sid.ir/paper/136360/en
  • Ansari Lari, A., & Ansari, M. (2017). Evaluation of soil erosion risk and sedimentation potential by using EPM model in Gabric basin- SE Hormozgan- Iran. Journal of Natural Environmental Hazards, 6(11), 1-14. [In Persian] https://doi.org/10.22111/jneh.2017.2965
  • Asgari, S.A., Servati, M.R., & Jafari, M.R. (2008). Estimating the ُOil Erosion and Production of Sediment in the Basin of the Ilam Dam by using MPSIAC Model. Physical Geography Research, 40(64), 29-35. [In Persian] https://www.sid.ir/paper/5427/en
  • Azami, A. (2001). Comparison of Various Methods for Estimating Sediment Yield in Ilam Dam Watershed. (published M.sc. thesis). Gorgan University. (in persian).
  • Azimi Sardari, M.R., Bazrafshan, O.A., Panagupulus, T., & Rafiei Sardoei, E. (2019). Current and Future Assessment of Soil Erosion in the Catchment Area of Esteghlal Dam in Minab Using RUSLE-3D Model and Climate Change Scenarios. Desert Management, 7 (14), 132-119. [In Persian].

https://doi.org/10.22034/jdmal.2020.38480     .       

  • Bahrawi, A.J., Elhag, M., Aldhebiani, A.Y., Galal, H.K., Hegazy, A.K., & Alghailani, E. (2016). Soil Erosion Estimation Using Remote Sensing Techniques in Wadi Yalamlam Basin, Saudi Arabia. Advances in Materials Science and Engineering. https://doi.org/10.1155/2016/9585962.
  • Bartsch, K.P., Van Miegroet, H., Boettinger, J., & Dobrwolski, J.P. (2002). Using Empirical Erosion Models and GIS to Determine Erosion Risk at Camp Williams. Journal of Soil and Water Conservation, 57(1), 29-37. https://www.jswconline.org/content/57/1/29/tab-references.
  • Benkobi, L., Trlica, M.J., & Smith, J.L. (1994). Evaluation of a Refined Surface Cover Subfactor for Use in RUSLE. Journal of  Range Manage 47(1),74–78.                                          https://doi.org/2307/4002845
  • Biesemans, , Meirvenne, M.V., & Gabriels, D. (2000). Extending the RUSLE with the Monte Carlo Error Propagation Technique to Predict Long-Term Average Off-Site Sediment Accumulation. Journal of Soil and Water Conservation, 55(1), 35–42. https://www.jswconline.org/content/55/1/35
  • Bagio, á., Bertol, I., Wolschick, N.H., Schneiders, D., & Aparecida, M. (2017). Water Erosion in Different Slope Lengths on Bare Soil. Revista Brasileira de Ciência do Solo.

             DOI: 10.1590/18069657rbcs20160132

  • Boggs, G., Devonport, C., Evans, K., & Puig, P. (2001). GIS-Based Rapid Assessment of Erosion Risk in a Small Catchment in the Wet/Dry Tropics of Australia. Land Degradation and Development, 12(5), 417–434. https://doi.org/10.1002/ldr.457
  • Boyce, R. C. (1975). Sediment Routing with Sediment Delivery Ratios. In: Present and Prospective Technology for Predicting Sediment Yields and Sources, US Dept. Agric. Publ. ARS-S-40, 61-65.
  • Deore, S.J. (2006). Prioritization of Micro-watersheds of Upper Bhama Basin on
    the Basis of Soil Erosion Risk Using Remote Sensing and GIS Technology
    .
    (published doctoral. dissertation). University of Pune, Department of Geography.
  • Elirehema, Y. (2001). Soil Water Erosion Modeling in Selected Watersheds in Southern Spain. IFA, ITC, Enschede. https://doi.org/10.1002/ldr.457
  • Ferro, V., Giordano, G., & Lovino, M. (1991). Isoerosivity and Erosion Risk Map for Sicily. Hydrological Science Journal, 36(6),549–564. https://doi.org/10.1080/02626669109492543.   
  • Gavrilovic, Z. (1988, May). The Use of an Empirical Method (Erosion Potential Method) for Calculating Sediment Production and Transportation in Unstudied or Torrential streams. Paper presented at the International Conference of River Regime, Wallingford. https://www.scirp.org/reference/referencespapers?referenceid=1840329.
  • Haan, C.T., Barfield, B.J., & Hayes, J.C. (1994). Design Hydrology and Sedimentology for Small Catchments. San Diego, Academic Press. https://www.scirp.org/reference/referencespapers?referenceid=1687737
  • Khodabakhsh,, Mohammadi, A., Rafie, B., & Bozorg Zadeh, I. (2010). Comparison of erosion and sediment yield estimation in Sezar sub-basin (Dez drainage basin) by MPSIAC and EPM empirical methods, using GIS. Iranian Journal of Geology, 3(12), 51-61. [In Persian] https://www.magiran.com/p886221
  • Lal, R. (1990). Soil Erosion in the Tropics: Principles and Management. New York, McGraw-Hill. https://www.scirp.org/reference/referencespapers?referenceid=2193850
  • - Lin, C.Y. (1997). A Study on the Width and Placement of Vegetated Buffer Strips in a Mudstone-Distributed Watershed. Journal of China. Soil Water Conserve, 29 (3), 250-266 [In Chinese with English abstract].
  • McCool, D.K., Brown, L.C., & Foster, R. (1987). Revised Slope Steepness Factor for the Universal Soil Loss Equation. Transactions of  American Society of Agricultural Engineers,  30, 1387–1396. https://doi.org/10.13031/2013.30576.
  • Miguel, P.A., Samuel-Rosa, R., Simao Dennis Dalmolin, F., Arajo Pedron, J., & Moura Bueno, A. (2011). The USLE Model for Estimating Soil Erosion in Complex Topography Areas. Annals XV Brazilian Symposium on Remote Sensing, (SBSR), Brasil, 85, 9227-9230.
  • Milevski, I. (2008, July). Estimation of Soil Erosion Risk in the Upper Part of Bregalnica Watershed-Republic of Macedonia, Based on Digital Elevation Model and Satellite Imagery. Paper presented at the 5th International Conference on Geographic Information Systems (ICGIS-)(Turkey), Istanbul,( pp.351-358). 

             https://www.researchgate.net/publication/265012436

-          Rezaee, P., Faridi, P., Ghorbani, M., & Kazemi, M. (2018).  Estimation of Soil Erosion Using the RUSLE Model and Identification of its Most Effective Factor in the Gabrik Watershed-South-Eastern Hormozgan Province Quantitative Geomorphological Research, 3(1), 97-113.  [In Persian] https://dorl.net/dor/20.1001.1.22519424.1393.3.1.7.3

  • Sadog, H., Hoseinzadeh, M.M., & Azadi, F. (2015). Determining the Erosion in Kahman Drainage Basin Using EPM, BLM and Fargas Models. Hydrogeomorphology, 2(2), 137-154. [In Persian] https://dorl.net/dor/20.1001.1.23833254.1394.2.2.8.7
  • Shahbazi, K. (1999). Estimation of Erosion and Sediment by Qualitative Geomorphology (Homogenous Units) and EPM Methods and Comparing them with Outlet Sediment Data in Ilam Dam Basin. (published MS.c thesis). Tarbiat Modarres University, School of Natural Resources. [In Persian].

-          Tazioli, A. (2009). Evaluation of Erosion in Equipped Basins: Preliminary Results of a Comparison Between the Gavrilovic Model and Direct Measurements of Sediment Transport. Environmental Geology, 56(5), 825-831.

https://doi.org/10.1007/s00254-007-1183-y

CAPTCHA Image