year 14, Issue 2 (Summer 2024)                   E.E.R. 2024, 14(2): 161-179 | Back to browse issues page


XML Persian Abstract Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Jahani M, Taleghani S, Akbari M. Quantitative evaluation of soil erodibility potential using SLEMSA model (Case study: Karkheh watershed, Lorestan province, Iran). E.E.R. 2024; 14 (2) :161-179
URL: http://magazine.hormozgan.ac.ir/article-1-838-en.html
Department of Geography, Ferdowsi University of Mashhad, Iran. , sajjad.taleghani@mail.um.ac.ir
Abstract:   (1270 Views)
1- Introduction
Soil erosion is the most common type of land degradation occurring in arid and semi-arid areas, as well as in flooded areas, due to natural and human processes. Erosive factors lead to the loss of land fertility, transforming damaged areas into abandoned lands and disrupting the balance of natural ecosystems. Soil erosion, as an important environmental issue, poses a threat to the sustainability of natural resources and soil productivity, turning it into a major problem in many parts of the world. To address this challenge, evaluating soil erodibility and preparing a risk zoning map is one of the most important preventive measures. One of the methods for estimating soil erosion is the SLEMSA model, which utilizes basic environmental information to assess the amount of soil loss. Consequently, the present research aims to determine soil loss values and create zoning maps for high erosion areas using the SLEMSA model and remote sensing data. The results obtained from this study can assist organizational managers and executive departments in formulating effective plans to control soil erosion and contribute to the achievement of the country's sustainable development goals.
3- Methodology
The SLEMSA model divides the soil erosion environment into four physical systems: crops, climate, soil, and topography. These control variables are then integrated into three sub-models: the soil erodibility sub-model, topography sub-model, and vegetation sub-model. In this study, the topographic factor map is generated using two parameters: slope and domain length. These parameters are derived from the Digital Elevation Model (DEM), obtained from the SRTM Digital Elevation Data version 4 of the Google Earth Engine system, with a spatial resolution of 90 meters. To create the soil erodibility map, rain kinetic energy maps and soil erodibility factors are required. The Google Earth Engine System’s Global Precipitation Measured (GPM) v6 data was used to extract rain kinetic energy. Simultaneously, the soil erodibility factor was obtained from a geological formations map acquired from the World Soil Database (HWSD) for the year 2022. Additionally, a vegetation factor map was generated using ESA-CCI global land use data.
3- Results
The topographic factor map was created using slope and domain length maps. Based on this factor's map, it is evident that the highest values are in the high mountain areas of the basin. The soil erodibility factor map is prepared based on soil erodibility and rain kinetic energy. The results of the soil erosion factor map for this basin show that erosion is more evident in areas with weak and unstable formations mainly affected by the kinetic energy of rainfall. The vegetation factor map was prepared using released energy maps and land use maps. Considering the direct relationship between the vegetation factor and erosion, it can be concluded that the highest soil losses occur in areas with a higher vegetation factor. Consequently, the combination of topographical factors, erodibility, and vegetation indicates the amount of soil erosion in terms of tons per hectare per year. The research findings indicate that the marginal areas from the northeast to the southeast of the basin, in the altitude range of 1880 to 3622 meters, lack suitable vegetation due to the high altitude and slope. Also, due to the high amount of precipitation in these areas, an increase follows the speed of surface runoff. Additionally, sensitive formations in these areas contribute to intensifying soil erosion. Approximately 11.7% of the basin area is in the erosion risk group, with the erosion rate ranging from 37.1 to 67.7 tons per hectare per year. Planning, management, and control measures are needed to address soil erosion and protection in these high-risk areas.
4- Discussion & Conclusions
The results of this research indicate that approximately 96.61% of the region has a low to moderate erodibility rate. Meanwhile, the lowest erosion values are observed in the middle and outlet areas of the basin, characterized by lower altitudes and better vegetation conditions. These areas are more favorable in terms of sensitivity to erosion, and the presence of annual rainfall between 460 and 600 mm leads to a decrease in runoff, consequently reducing the rate of erosion. On the other hand, the highest amount of erosion can be seen in the Doab and Kakareza watersheds, attributed to inappropriate vegetation, annual rainfall exceeding 600 mm, and structures with low resistance. Finally, it can be said that in Iran, especially in Lorestan province, the lack of models to estimate erosion with limited data has become a significant challenge. Therefore, the purpose of this research was to investigate soil erosion in the Karkheh watershed of Lorestan province using the SLEMSA model. Utilizing simple environmental data, this model shows promising potential for estimating soil erodibility in the Karkheh watershed of Lorestan province.
 
Full-Text [PDF 641 kb]   (267 Downloads)    
Type of Study: Research |
Received: 2024/01/10 | Published: 2024/06/30

References
1. Ajon, A. T.; Obi, M. E.; & P. Agber, 2018. Prediction of Soil Loss using SLEMSA and USLE Erosion Models for an Agricultural Field in Makurdi, Benue State, Nigeria. International Journal of Innovative Agriculture & Biology Research, 6 (3), 21-30.
2. Akbari, M.; Ownegh, M.; Asgari, H.; Sadoddin, A.; & H. Khosravi, 2016. Desertification Risk Assessment and Management Program. Global Journal of Environmental Science and Management, 2(4), 365-380.
3. Akbari, M.; Neamatollahi, E.; Memarian, H.; & M. Alizadeh Noughani, 2023. Assessing impacts of floods disaster on soil erosion risk based on the RUSLE-GloSEM approach in western Iran. Natural Hazards, 117, 1689-1710. [DOI:10.1007/s11069-023-05925-y]
4. Akbari, M.; Neamatollahi, E.; Alizadeh Noughani, M.; & H. Memarian, 2022. Spatial distribution of soil erosion risk and its economic impacts using an integrated CORINE-GIS approach. Environmental Earth Sciences, 81(10), 1-17. [DOI:10.1007/s12665-022-10405-w]
5. Arabkhedri, M. 2005. A Study on the Suspended Sediment Yield in River Basins of Iran. Iran-Water Resources Research, 1(2), 51-60. (In Persian).
6. Asghari, Seras S.; Belvasi, M.; Zinali, B.; Belvasi, I.; & A. Davoudi, 2014. Investigation of soil erosion risk in Doab basin of Lorestan by network analysis and RS and GIS techniques. Environmental Erosion Research Journal, 4 (2):72-89. (In Persian).
7. Bagheri, S.; Ansari, M.; & A. Norouzi, 2022. Prioritization of Erosion Prone Sub-Watersheds using MCDM Methods in Roudzard Watershed, Khuzestan Province. Journal of Water and Soil Science, 26 (3):35-54. (In Persian). [DOI:10.47176/jwss.26.3.39923]
8. Bayat, R.; Gerami, Z.; Arabkhedri, M.; Peyrowan, H. R.; & R. Kazemi, 2021. Investigating the Status of Some Indicators of Assessment of Watersheds and Prioritizing Sub-Catchments in Terms of Erosion Reduction (Case Study of Karkheh Watershed). Journal of Watershed Management Research. 12(23), 108-118. (In Persian). [DOI:10.52547/jwmr.12.23.108]
9. Behrahi, K; Sayyad, G. A.; Landi, A.; & H. Payrowan, 2018. Investigating the Effects of Land Use, Land Slope and Soil Properties on Sediment Yield in the Sub-Catchment of Karkheh Watershed Basin in Lorestan Using an Artificial Rainfall Simulator. Environmental Erosion Research Journal, 8 (2):1-22. (In Persian).
10. Bhargav, K. S.; & J. K. Singh, 2022. A Modified SLEMSA Model to Estimate Soil Loss from Naurar Subcatchment of Ramganga River Basin.
11. Breetzke, G. D.; Koomen, E.; & W. R. S. Critchley, 2013. GIS-assisted modelling of soil erosion in a South African catchment: Evaluating the USLE and SLEMSA approach. Water resources planning, Development and Management, 53.
12. Dawit, K.; & F. Samuel, 2021. Comparison and Applicability of Selected Soil Erosion Estimation Models. Hydrology, 9(4), 79-87. [DOI:10.11648/j.hyd.20210904.12]
13. Elwell, H. A.; & M. A. Stocking, 1982. Developing a simple yet practical method of soil-loss estimation. Tropical agriculture.
14. Entezari Najafabadi M.; & M. Gholami, 2012. Evaluation of soil erosion by TOPSIS and SLEMSA method (Case study: Romeshgan, Iran). Environmental Erosion Research Journal, 2(3), 85-96. (In Persian).
15. Entezari, M.; Sharifi, R.; Eizadi, Z.; & S. Shahzeydi, 2013. Potential Erosion Assessment of Dastkan Region Using SLEMSA Model. Geography and Environmental Planning, 23(4), 109-120. (In Persian).
16. Entezari, M.; & H. Gholam Heydari, 2014. Comparing the two models SLEMSA and Corine in the assessment of soil erosion. The Journal of Spatial Planning, 18 (3):1-28. (In Persian).
17. Esmali Ouri, A.; & F. Kateb, 2020. Study of Soil Erosion Potential Using Landscape Measurements (Case Study: Sharif Beiglou Watershed, Ardabil Province). Hydrogeomorphology, 7(24), 145-164. (In Persian).
18. Gandoamkar, A.; Sheikhi, N.; & S. Ahmadi, 2008. Soil erosion in Musa Abad catchment area of Tirana using SLEMSA model. Human Settlements Planning Studies (Geographic Perspectives). Journal of Studies of Human Settlements Planning, 3(6), 95-108. (In Persian).
19. Ghorbaninejad, S.; Zeinivand, H.; Haghizadeh, A.; & N. Tahmasebi, 2018. Performance evaluation of Dempster-Shafer model for erosion potential mapping in Kakareza watershed, Lorestan province. Journal of RS and GIS for Natural Resources, 9(3), 100-114. (In Persian).
20. Hasanzadeh, N., Gholami, L.; Khaledi, Darvishan A.; & H. Yonesi, 2021. Effect of Various Rates of Montmorillonite Nanoclay on Changing Runoff and Soil Loss. Journal of Water and Soil Science, 25 (1) :219-230. (In Persian). [DOI:10.47176/jwss.25.1.38982]
21. Heydari, M.; Zahmatkesh Maromi, H.; & A. Karam, 2022. Soil erosion hazard Zonation using SLEMSA model in the Ziarat catchment. Researches in Earth Sciences, 12(4), 50-67. (In Persian).
22. Heydarnejad, S.; Ranjbar Fordoei, A.; Mousavi, S.; & R. Mirzaei, 2020. Estimation of soil erosion using SLEMSA model and OWA approach in Lorestan Province (Iran). Environmental Resources Research, 8(1), 11-24.
23. C. A. Igwe, 1994. The applicability of SLEMSA and USLE erosion models on soils of southeastern Nigeria. Unpub. Ph. D. Thesis, University of Nigeria, Nsukka, Nigeria.
24. Karami, F.; Mokhtari, D.; &F. Ahmadi, 2023. The role of landforms and lithology in the rate of soil erosion in Zonuzchay Catchment. Hydrogeomorphology. (In Persian).
25. karimi, S.; Rajabi, M.; & M. H. Rezaei Moghaddam, 2019. Qualitative Assessment and Risk Zoning of Soil Erosion with a Risk Index Approach in Alvand Karstic Basin, Kermanshah Province. Geography and Environmental Sustainability, 9(3), 1-18. (In Persian).
26. Kazeminia, A.; & B. Iran Nejadparizi, 2023. Locating soil erosion using the hierarchical analysis method in the geographic information system (GIS) environment. The 5th National Conference on Sustainable Development in Agricultural, Natural Resources and Environment of Iran papers, Natural Resources and Environment of Iran, Tehran. (In Persian).
27. Khaleghi, S.; nosrati, K.; & R. Abbaspour, 2020. Estimation of Soil Erosion and Sediment Transport by SWAT model (Case Study: Upstream of Badavar Basin, Lorestan). Quantitative Geomorphological Research, 9(3), 186-202. (In Persian).
28. Kiani, T.; Safakish, F.; & M. Lotfi, 2018. Potential Erosion Assessment of Mahidasht Basin using SLEMSA ‎Model. Geography and Environmental Planning, 29(2), 55-68. (In Persian).
29. E. Kori, 2023. Analysis of soil erodability and rainfall erosivity on the Soutpansberg Range, Limpopo Province, South Africa (Doctoral dissertation).
30. Ma, X.; Zhao, C.; & J. Zhu,2021. Aggravated risk of soil erosion with global warming-A global meta-analysis. Catena, 200, 105129. [DOI:10.1016/j.catena.2020.105129]
31. Madadi, A.; & E. Piroozi, 2016. Estimation of Soil erosion and sediement yield in Lay Chay basin. The Journal of Applied Research in Geographical Sciences, 16 (42):177-195. (In Persian).
32. Mallam, I.; Haruna, M. L.; Abdulhamed, A. I.; Usman, M. A.; & M. I. Azare, 2016. Soil Erosion Hazard Assessment Using SLEMSA Model in Out Sketch Parts of Kano Metropolis. Dutse Journal of Pure and Applied Sciences (DUJOPAS), 2(2).
33. Memarian, H.; & M. Akbari, 2021. Prediction of combined effect of climate and land use changes on soil erosion in Iran using GloSEM data. Iranian journal of Ecohydrology, 8(2), 513-534. (In Persian).
34. Mezbani, M.; Rezaei Moghadam, M.; & A. Hejazi, 2021. Assessment of soil erosion risk in land uses using Revised Universal Soil Loss Equation (Case Study: Sikan Basin). Journal of Geography and Environmental Hazards, 10(1), 41-63. (In Persian).
35. M. S. Moesi, 2021. Integrating GIS and remote sensing in estimation of soil loss using the SLEMSA and RUSLE models: A case study of Taung Watershed, Ramotswa Agricultural District (Doctoral dissertation, Botswana University of Agriculture and Natural Resources).
36. Moesi, M. S.; Kayombo, B.; Tsheko, R.; & E. Setlhabi, 2023. Assessment of soil erosion by SLEMSA model using remote sensing and GIS: A case study of Taung Watershed of Ramotswa Agricultural District in Botswana. Global Journal of Engineering and Technology Advances, 15(1), 008-018. [DOI:10.30574/gjeta.2023.15.1.0056]
37. Mohammadi, S.; Karimzadeh, H.; & M. Alizadeh, 2018. Spatial estimation of soil erosion in Iran using RUSLE model, Iranian Journal of Eco Hydrology, 5(2), 551-569. (In Persian).
38. S. H. Mousavi, 2017. Estimation of soil erosion rate in Shahroud-Mayami watershed using SLEMSA model and GIS technique. Geographical Planning of Space, 7(24), 15-34. (In Persian).
39. Nabipay- Lashkarian, S.; Arabkhedri, M.; & S. Shadfar, 2021. An Assessment of the Empirical Erosion Potential Model in 63 Selected Watersheds in Iran. Watershed Management Research Journal, 34(4), 34-52. (In Persian).
40. Nainiva, S.P.; Parichereh, M.; & M. Mohammadrezaei, 2023, Investigation and Zoning of Soil Erosion Rate in Chehlgazi Sub-Watershed of Kurdistan Province, Journal of Geography and Environmental Studies, 12 (47), 202-216. (In Persian).
41. Panagos, P.; & A. Katsoyiannis, 2019. Soil erosion modelling: The new challenges as the result of policy developments in Europe. Environmental Research, 172, 470-474. [DOI:10.1016/j.envres.2019.02.043]
42. Panagos, P.; Ballabio, C.; Poesen, J.; Lugato, E.; Scarpa, S.; Montanarella, L.; & P. Borrelli, 2020. A soil erosion indicator for supporting agricultural, environmental and climate policies in the European :union:. Remote Sensing, 12(9), 1365. [DOI:10.3390/rs12091365]
43. M. Parvin, 2022. Identification of Prone Areas of Soil Erosion Using Modified Morphometric Prioritization and Sediment Production Rate (Case Study of Kamyaran Basin). The Journal of Applied Research in Geographical Sciences, 22 (64):478-461. (In Persian). [DOI:10.52547/jgs.22.64.478]
44. Pazhuhesh, M.; Kaviani, A.; Givi, J.; Davoudian, A. R.; & A. Honarbakhsh, 2017. Estimating of the amount of soil loss using universal soil loss equation In the Jonghan watershed. Journal of Water and Soil Conservation, 24(3), 299-306. (In Persian).
45. Rezaei arefi, M.; Zangane Asadi, M. A.; behniyafar, A.; & M. Javanbakht, 2020. Calculating the rate of erosion of karst using Empirical and laboratory techniques in Kalat watershed, northeast of Iran. Quantitative Geomorphological Research, 8(3), 64-79. (In Persian).
46. Roostaei, S.; shirzadi, H.; & S. A. Hejazi, 2023. Estimation of erosion rate and estimation of sedimentation by comparing experimental models (Study area of Zimkan river basin, Dalaho city, Kermanshah province). Quantitative Geomorphological Research. (In Persian).
47. Rostami, N., & Rabbani, M. 2023. Zoning of soil erodibility and determination of affecting factors (Case study: Golan watershed, Ilam). Integrated Watershed Management, 3(3), 1-15. (In Persian).
48. Sahour, H.; Gholami, V.; Vazifedan, M.; & S. Saeedi, 2021. Machine learning applications for water-induced soil erosion modeling and mapping. Soil and Tillage Research. [DOI:10.1016/j.still.2021.105032]
49. Salari, N.; Ranjbarmanesh, N.; & H. Nazaripour, 2012. Investigating the amount of erosion risk in the watershed, Search using SLEMSA model. The first conference, National Electronic Agriculture and Sustainable Natural Resources, Tehran, (In Persian).
50. Shahiri Tabarestani, E.; & H. Afzalimehr, 2024. Estimation of annual erosion and sedimentation in Babolroud catchment using EPM and Fournier methods. The Journal of Applied Research in Geographical Sciences, 23 (71), 303-318. (In Persian). [DOI:10.61186/jgs.23.71.303]
51. Shariat Jafari, M.; & J. Ghayoumian, 2005. classification of inherent susceptibility of rock and soil units to erosion (central Iran - Daranjir and Saghand deserts, 4th Iranian Conference of Engineering Geology and the Environment, Tehran. (In Persian).
52. Shirazi, M.; Khademalrasoul, A.; & S. M. Safieddin Ardebili, 2020. Evaluation of Different Supervised Learning Smart Methods and Response Surface Method to Optimize Factors Affecting Erosion (Case Study: Emamzadeh Watershed of Baghmalek). Iranian Journal of Soil and Water Research, 51(7), 1653-1666. (In Persian).
53. L. Sitayelo, 2022. A Geospatial assessment of soil erosion risk and soil fertility changes due to ISPAAD programme: A case study of Dinogeng Agricultural Extension Area, Kgatleng District (Doctoral dissertation, Botswana University of Agriculture & Natural Resources).
54. Sitayelo, L.; Kayombo, B.; Patrick, C.; & E. Kgosiesele, 2022. Integrating GIS and remote sensing in mapping soil erosion risk using SLEMSA model: A case study of Dinogeng Agricultural Extension Area of Kgatleng District, Botswana.
55. Soheili, E.; & Y. Niazi, 2022. Soil erosion changes based on RS&GIS techniques (Case study: Ilam Dam watershed), The 17th National Conference on Watershed Science and Engineering of Iran, focusing on watershed management and sustainable food security, Jiroft. (In Persian).
56. Stocking, M.; Chakela, Q.; & H. Elwell, 1988. An improved methodology for erosion hazard mapping Part I: The technique. Geografiska Annaler: Series A, Physical Geography, 70(3), 169-180. [DOI:10.1080/04353676.1988.11880245]
57. Taghavi, S.; & M. Hashemi, 2013. Estimation of sedimentation and erosion with SLEMSA model using GIS method in Hoyer watershed, the first national conference on sustainable agriculture and natural resources, The first national conference on agriculture and sustainable natural resources, Tehran. (In Persian)

Add your comments about this article : Your username or Email:
CAPTCHA

Send email to the article author


Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

© 2025 CC BY-NC 4.0 | Environmental Erosion Research Journal

Designed & Developed by : Yektaweb