2020
DOI: 10.3390/rs12091483
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Assessing Soil Erosion Hazards Using Land-Use Change and Landslide Frequency Ratio Method: A Case Study of Sabaragamuwa Province, Sri Lanka

Abstract: This study aims to identify the vulnerable landscape areas using landslide frequency ratio and land-use change associated soil erosion hazard by employing geo-informatics techniques and the revised universal soil loss equation (RUSLE) model. Required datasets were collected from multiple sources, such as multi-temporal Landsat images, soil data, rainfall data, land-use land-cover (LULC) maps, topographic maps, and details of the past landslide incidents. Landsat satellite images from 2000, 2010, and 2019 were … Show more

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Cited by 63 publications
(33 citation statements)
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“…Thus, K values of above ~85% of studies are more accurate while K values of Dissanayake et al (2019) and Wijesundara et al (2018) are the most accurate according to the explanation by Renard et al (1991). (Wijesekara and Samarakoon, 2001) From available literature of previous studies (Joshua, 1977) 02 (Senanayake et al, 2013) From available literature of previous studies (Bandara and Somasiri, 1991) (Zijister, 1989) 03 (Jayarathne et al, 2010) From available literature of previous studies 04 (Senanayake et al, 2020) From available literature of previous studies (Fayas et al, 2019) (Senanayake et al, 2013) (Wijesekara and Samarakoon, 2001) 05 (Dissanayake et al, 2019) Nomography is used to compute the values of K based on soil properties (Wischmeier and Smith, 1978) (Ganasri and Ramesh, 2016) (Mapa et al, 2010) 06 (Panditharathne et al, 2019) From available literature of previous studies (Jayarathne et al, 2010) (Wijesundara et al, 2018) (Fayas et al, 2019)…”
Section: Derivation Of Soil Erodibility Factor (K)mentioning
confidence: 99%
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“…Thus, K values of above ~85% of studies are more accurate while K values of Dissanayake et al (2019) and Wijesundara et al (2018) are the most accurate according to the explanation by Renard et al (1991). (Wijesekara and Samarakoon, 2001) From available literature of previous studies (Joshua, 1977) 02 (Senanayake et al, 2013) From available literature of previous studies (Bandara and Somasiri, 1991) (Zijister, 1989) 03 (Jayarathne et al, 2010) From available literature of previous studies 04 (Senanayake et al, 2020) From available literature of previous studies (Fayas et al, 2019) (Senanayake et al, 2013) (Wijesekara and Samarakoon, 2001) 05 (Dissanayake et al, 2019) Nomography is used to compute the values of K based on soil properties (Wischmeier and Smith, 1978) (Ganasri and Ramesh, 2016) (Mapa et al, 2010) 06 (Panditharathne et al, 2019) From available literature of previous studies (Jayarathne et al, 2010) (Wijesundara et al, 2018) (Fayas et al, 2019)…”
Section: Derivation Of Soil Erodibility Factor (K)mentioning
confidence: 99%
“…(Senanayake et al, 2013) The LS layer has derived directly from slope and flow accumulation layers, both of which can be computed using the digital elevation model (DEM). 02 (Senanayake et al, 2020) 03 (Jayarathne et al, 2010) L = (μ/72.6)m…”
Section: Derivation Of Slope Gradient Factor (Ls)mentioning
confidence: 99%
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