Soil erosion is a natural geomorphic process with the potential to damage fertile land. In this study, soil erosion risk is spatially estimated in District Swat by applying Revised Universal Soil Loss Equation (RUSLE). The RUSLE parameters that trigger soil erosion including rainfall erosivity, soil erodibility, topography, cover management, and support practices were derived from monthly rainfall data obtained from Pakistan Metrology Department, soil texture map from Soil Survey of Pakistan and Digital Soil Map of the World database, land use land cover extracted from SPOT 5 satellite image, whereas slope and digital terrain extracted from Shuttle Radar Topographic Mission (SRTM) Digital Elevation Model (DEM). It was found from the analysis that out of the total reported area, 34.5% falls in the area affected by very high soil erosion. The results of spatial pattern and erosion proneness of the study region have been further classified into very low (45%), low (8.5%), moderate (7%), high (5.2%), and very high zones (34.5%). The results show that the study area requires effective mitigation strategies to curtail the precious soil. This study has the potential to assist the decision makers and planners for soil loss risk reduction.

  • Soil offers a wide range of crucial ecosystem services.

  • But the deterioration of land and soils has increased rapidly.

  • In the study area, the intensity of erosion is relatively high.

  • In this study, an assessment has been made of the soil erosion in the study area which is unique of its kind because no such assessment has been made before.

  • This paper will be the base for further research studies in the entire basin.

Worldwide, the hazard of soil erosion decreases soil efficiency limiting agricultural production (Farhan et al. 2013; Devatha et al. 2015). Soil erosion is leading to siltation in dams and aggradation of rivers and canals posing a high risk of floods (Khan & Hasan 2016). Alongside, the sediments deposition on the watercourses disturbs reservoirs, increases their maintenance costs, and most importantly reduces their life (Dutta 2016). It has a direct impact on the ecosystem, food production, and economy in mountainous regions (Castillo et al. 2007). Many research studies have been undertaken to recognize these conditions; their results control soil loss and environmental restoration (Rickson 2014). Hence, it is necessary to reduce the risk of soil degradation, for agricultural production, ecological well-being, as well as sustainability (Jie et al. 2002).

Soil erosion is a geomorphic process that causes the loss of topsoil and decreases fertility (Ochoa-Cueva et al. 2015). About 10 million hectares of cultivable land are eroded each year (Comino et al. 2017; Tamiru & Wagari 2021) making vast areas unfertile worldwide (Prasannakumar et al. 2012). The explosive population growth, human-induced interventions over the fragile slope, unplanned land use land cover (LULC) changes, immature geology, and humid to sub-humid climatic conditions are the key triggering factors of soil erosion, which has accelerated land degradation (Abdulkadir et al. 2019; Chakrabortty et al. 2020). The soil loss from croplands is faster than its formation posing future food insecurity (Pimentel & Burgess 2013). It is estimated that in the last five decades nearly 2 billion hectares of land in the world have been degraded, which has decreased about 11.9–13.4% crop production (Montgomery 2007). The food requirements are increasing daily due to the growing population while food production is decreasing due to soil erosion (Pimentel & Burgess 2013). In this regard, spatial estimation of soil erosion is used to reduce soil erosion risk and development of crop management systems (Renard et al. 1997).

In Pakistan, more than 76% of the land is exposed to wind and water erosion (Baig et al. 2013). About 11 million hectares of suitable agricultural land out of 23 million hectares is exposed to water erosion. Each year the Indus River System in the upper catchment areas of Hindu Kush, Himalayas, and Karakoram erode around 40 million tons of soil (Khan et al. 2012), resulting in siltation in the Mangla and Terbela dams which has reduced the life and capacity of the mentioned multi-purpose dams. It also lowers electricity production and water availability (Irshad et al. 2007).

Mountainous regions, especially the fragile slopes, are exposed and vulnerable to landslides, soil loss, and the action of climate. The Hindu Kush region is one of the mountainous regions prone to recurrent hazards of soil erosion (Rahman & Shaw 2015). Population growth, anthropogenic activities over the fragile slope, land use changes, immature geology, and humid to sub-humid climatic conditions are the key triggering factors of land degradation (Rahman & Khan 2011). The application of the Revised Universal Soil Loss Equation (RUSLE) model is a recognized technique for soil erosion assessment throughout the world (Wischmeier & Smith 1978; Renard et al. 1997) due to its usefulness, precision, and authenticity (Pandey et al. 2009; Bonilla et al. 2010; Kinnell 2010). The estimation of soil loss is vital for cropland and water management, comprising sediment transportation and storage (Kouli et al. 2009). Therefore, the purpose of this paper is the estimation of soil erosion hazards using the RUSLE model in the Hindu Kush Region of Pakistan. Several models exist for the estimation of soil erosion that significantly vary in their input data. However, RUSLE is one of the commonly used models to estimate soil erosion risk (Pham et al. 2018). The integration of GIS and remote sensing with the RUSLE further enhances its credibility by geo-visualization of risk zones on a cell-by-cell (Raster) basis (Thapa 2020). The soil erosion risk map can assist the decision-making authorities in designing zones specific soil erosion risk reduction strategies and plans. The integration of GIS and RUSLE involves the use of GIS technology to spatially model and analyze the RUSLE, which is a useful tool for estimating soil erosion rates and can be used to simulate erosion scenarios and identify areas of high erosion risk. It can help in decision-making for controlling and preventing soil erosion (Pal 2016; Thakuriah 2023).

Understanding the causes and effects of soil erosion is essential for developing effective solutions to mitigate its impact in the study area. Therefore, this study is carried out in the Eastern Hindu Kush region; it aims to (1) estimate actual and potential soil erosion and (2) identify the high erosion areas using the RUSLE model for District Swat.

District Swat, a mountainous region, is known for its natural beauty and diverse ecosystems. The topography and climate of the region make it a unique location for studying soil erosion. The study area has a complex network of streams and rivers that originate in the mountains and flow through the district, contributing to soil erosion. The district is also home to diverse agricultural practices, which have an impact on soil erosion rates. Soil erosion has significant implications for the long-term sustainability of the region, including impacts on agricultural productivity and environmental degradation. Despite the importance of soil, there has been limited research on soil erosion. This study contributes to filling this gap in knowledge and provides valuable insights into the factors contributing to soil erosion in the region.

Study area

This study is carried out in District Swat Eastern Hindu Kush region, which is regarded as the Switzerland of Pakistan due to its natural beauty (Rome 2005). Geographically, it extends from 34°34′ to 35°55′ N latitude and 72°08′ to 72°50′ E longitude (Figure 1). The total land area of the study region is 5,337 square kilometers (Government of Pakistan 1999). Climatically, June is the hottest month with an average maximum temperature of 33 and 16 °C minimum. A large amount of water is supplied to rivers due to the summer snowmelt. The temperature in the winter season ranges between −2 and 11°C. The average annual rainfall also varies from 1,650 to 700 mm (Rahman & Khan 2011).
Figure 1

Location of District Swat in the Hindu Kush Mountain system.

Figure 1

Location of District Swat in the Hindu Kush Mountain system.

Close modal
Predominantly the topography of the study area comprises the offshoot of the Hindu Kush Mountains. The greater area of Swat is mountainous with snow-capped peaks (Provincial Disaster Management Authority 2015). In the north of the district, the altitude of the snow-capped peaks is above 4,500 meters (m) and toward the south, the altitude declines to 673 m above sea level (Figure 2). The drainage area of the river Swat has rugged topography and most of the soil is of sandy type, providing delicate and unstable terrain. The forest cover ranges from 5% in the lower valley to 25% in the upper parts of the district. Moreover, forestland is used as agricultural land exhibiting soil more vulnerable to erosion. The magnitude of soil loss is somewhat higher in rain-fed regions, specifically where vegetation is sparse (Nafees et al. 2008).
Figure 2

District Swat surface terrain extracted from Shuttle Radar Topographic Mission Digital Elevation Model.

Figure 2

District Swat surface terrain extracted from Shuttle Radar Topographic Mission Digital Elevation Model.

Close modal

Data collection

The monthly rainfall data was obtained from the Pakistan Metrology Department, Peshawar for 17 years (2003–2016). The soil texture map was obtained from Soil Survey of Pakistan and Soil survey of Pakistan and Digital Soil Map of the World database. The SPOT-5 (Satellite Pour l'Observation de la Terre) satellite image for the year 2016 was acquired from Space and Upper Atmospheric Research Commission, Pakistan with a 5-meter spatial resolution, which was used to extract LULC. The Shuttle Radar Topographic Mission (SRTM) Digital Elevation Model (DEM) with 30-meter spatial resolution was downloaded from the United States Geological Survey (USGS) open source. This DEM was to calculate the elevation as well as RUSLE LS factor. The dataset used in this study for the RUSLE model is shown in Table 1.

Table 1

The dataset used in this study

Data setsData sources
Rainfall map Rainfall data in excel format (2003–16)
Pakistan Metrology Department Peshawar 
Soil texture map Soil texture shape file
Soil Survey of Pakistan (2010) and Food and Agriculture Organization (FAO 2003), Digital Soil Map of the World database 
DEM Shuttle Radar Topographic Mission satellite image (2016) 30-meter spatial resolution
https://earthexplorer.usgs.gov/ 
LULC map SPOT-5 satellite image (2016) 5-meter spatial resolution
Space and Upper Atmospheric Research Commission, Pakistan 
Data setsData sources
Rainfall map Rainfall data in excel format (2003–16)
Pakistan Metrology Department Peshawar 
Soil texture map Soil texture shape file
Soil Survey of Pakistan (2010) and Food and Agriculture Organization (FAO 2003), Digital Soil Map of the World database 
DEM Shuttle Radar Topographic Mission satellite image (2016) 30-meter spatial resolution
https://earthexplorer.usgs.gov/ 
LULC map SPOT-5 satellite image (2016) 5-meter spatial resolution
Space and Upper Atmospheric Research Commission, Pakistan 

Methods

The RUSLE model is used in integration with geospatial techniques (Renard et al. 1997). The RUSLE model is the modified form of the Universal Soil Loss Equation (USLE) (Wischmeier & Smith 1978). This model has been considered effective, accurate, reliable, and is commonly used for the assessment and estimation of soil erosion (Phinzi & Ngetar 2018). Equation (1) is the mathematical form of the model:
(1)
where ‘A’ is computed average annual soil loss in tons/ha/year, ‘R’ is rainfall and runoff erosivity factor in MJ mm ha−1 h−1 year−1, ‘K’ is soil erodibility factor in tons ha h ha−1 MJ−1 mm−1, ‘LS’ is slope length and steepness factor, ‘C’ is cover management, and ‘P’ is support practices factor (LS, C, and P are dimensionless factors) (Figure 3).
Figure 3

Methodology flowchart.

Figure 3

Methodology flowchart.

Close modal

Rainfall and runoff erosivity (R factor)

Soil erosion is directly associated with intense rainfall which is proportionate to EI30 (the product of energy and 30 minutes intensity) of a storm. However, prolonged slow rain may have the same E (Energy) value as short intense rainfall. The I30 (30-minute intensity) factor indicates high amounts of soil erosion and surface runoff (Renard et al. 1997). In most of the countries EI30, data does not exist, and even when adequate data is available, calculating the R factor is a challenging and tiresome process. However, this problem is solved by some simplified methods for computing the R factor from readily available precipitation data. The main advantage of these simplified procedures is that rainfall data are authentic and easily available (Lee & Heo 2011). In this study, mean annual rainfall data (2003–16) was utilized to calculate the R factor using Equation (2) proposed by Singh et al. (1981) due to the resemblance of the rainfall pattern of Pakistan and India.
(2)
where ‘R’ is annual erosivity (MJ mm ha−1 h−1 year−1) and ‘P’ is the annual average rainfall in mm. Figure 4(a) shows the mean annual rainfall of the study area. It is the most sensitive factor in soil erosion estimation. The mean annual rainfall data for 14 years (2003–16) was obtained from the Pakistan Metrology Department Peshawar in Excel format of the three meteorological stations Kalam, Saidu Sharif, and Malam Jabba. The data were spatially joined with met stations shape file. As it was point data, so the inverse distance weighted (IDW) technique in ArcGIS was carried out to get a continuous raster grid.
Figure 4

District Swat (a) mean annual rainfall, (b) soil texture, (c) slope map, and (d) land use land cover.

Figure 4

District Swat (a) mean annual rainfall, (b) soil texture, (c) slope map, and (d) land use land cover.

Close modal

Soil erodibility (K factor)

It is the resistance of soil to rainfall and runoff. It is a representation of the erodibility of a particular soil, which is the quantity of soil erosion per unit index (tons ha h ha−1 MJ−1 mm−1) from a standard plot 22.1 m long and 9% slope (Goldman et al. 1986). Different soils resist erosion based on their biological, physical, and chemical attributes. Soil with sand or clay shows greater resistance as compared to silty soil. In addition, organic matter also resists erosion to a higher degree (Renard et al. 1997). Wischmeier & Smith (1978) proposed a soil nomograph used to find the K factor value based on soil texture, organic matter percentage, and soil structure. Schwab et al. (1981) summarized these results in a soil erodibility table (Table 2). These values are used to establish the K factor for the District Swat. The soil map obtained from the Soil Survey of Pakistan has shown that the study area includes six major soil texture classes (Figure 4(b)) based on the spatial distribution, namely, silt loam (46.37%), bare rock (27.46%), sandy loam (15.9), fine sandy loam (2.67%), loam (1.03%), and silt clay (0.77%). Glaciers and water occupy the remaining area. The soil map obtained from the Digital Soil Map of the World database (DSMW) shows that the study area has 0.97% organic matter in the soil. These maps were in the form of a shape file so the study area was clipped for cropping data to the area of interest under clip option in Analysis tool and then it was rasterized under the conversion tool in Arc toolbox.

Table 2

Soil erodibility values for different soil textures

Soil textureOrganic matter content
0.5%2%
Fine sand 0.16 0.14 
Very fine sand 0.42 0.36 
Loamy sand 0.12 0.10 
Loamy very fine sand 0.44 0.38 
Sandy loam 0.27 0.24 
Very fine sandy loam 0.47 0.41 
Silt loam 0.48 0.42 
Clay loam 0.28 0.25 
Silty clay loam 0.37 0.32 
Silty loam 0.25 0.23 
Soil textureOrganic matter content
0.5%2%
Fine sand 0.16 0.14 
Very fine sand 0.42 0.36 
Loamy sand 0.12 0.10 
Loamy very fine sand 0.44 0.38 
Sandy loam 0.27 0.24 
Very fine sandy loam 0.47 0.41 
Silt loam 0.48 0.42 
Clay loam 0.28 0.25 
Silty clay loam 0.37 0.32 
Silty loam 0.25 0.23 

Topographic (LS factor)

Soil erosion is directly associated with slope length (L) and slope steepness (S). These are important topographic indicators affecting soil erosion (Datta & Schack-Kirchner 2010). Usually, areas having steep slopes are more exposed to soil erosion than gentle slopes. Similarly, a longer slope also increases the vulnerability of erosion. The topographic factor is a very tricky factor for erosion, thus, its correct estimation is very essential (Renard et al. 2011). In this study, SRTM DEM was used to prepare the LS factor. The SRTM DEM was selected as it covers a large area, is free of cloud, and is widely used due to its high accuracy (Farr & Kobrick 2000). ArcGIS 10.5 software's Spatial Analyst extension was used for pre-processing the DEM by first filling the sinks and further preparing flow direction and flow accumulation and slope in percentage, for the calculation of the LS factor. Afterwards, the LS factor was calculated using Bizuwerk et al.'s (2003) proposed equation (Equation (3)) in the raster calculator tool present in the Spatial Analyst extension (Figure 4(c)):
(3)

Cover management (C factor)

The cover management factor refers to the effect of soil management as well as soil interrupting activities on erosion (Renard et al. 1997). Vegetation cover shields the earth's surface from the direct effect of precipitation. It slows down the velocity of runoff and allows excess water to infiltrate (Mahapatra et al. 2018). C factor values will be high for the barren soil and will be low for the soil having more plant cover (Behera 2015). C values range between 0 and 1. When the land is barren and has no plant coverage, these values will be high, i.e., 1. Uninterrupted forests and thick grasses have low C values.

In the present day, Satellite Pour l'Observation de la Terre (SPOT) 5-satellite image for the year 2016 with a 5-meter spatial resolution obtained from Space and Upper Atmospheric Research Commission, Pakistan was used to prepare the C factor. In the first step, image analysis was carried out in such a way that the study area was extracted from the image. The coordinate system was then changed from WGS (World Geodetic System) 1984 to the Projected Coordinate system UTM (Universal Transverse Mercator) Zone 42. Then, maximum likelihood supervised classification was carried out taking 100 training samples/signature files from each land cover class. The image was then classified into 10 land cover classes, i.e., agriculture, barren land, forest, built-up area, water bodies, glaciers and snow, pastureland, orchards, roads, and rangeland (Figure 4(d)). After image classification, it is necessary to find the accuracy of the classified image to verify the information obtained from this image. In this study, the classified image is verified using visual interpretation technique through freely available high-resolution Google earth images. Then, the classified image was assigned C values from Table 3 extracted from different literature based on the experts' knowledge.

Table 3

Cover management values extracted from different literatures

S.NoLand coverArea %C valuesReference
Agriculture (Kharif and Rabi crops) 21.06 0.6 Wischmeier & Smith (1978)  
Built-up area 1.91 0.2 
Forest 26.96 0.02 
Water bodies 1.12 
Snow and glacier 16.93 Bouguerra et al. (2017)  
Barren land 23.93 
Pastureland 0.81 0.4 
Orchards 0.94 0.5 Vezina et al. (2006)  
Road 0.04 Wang et al. (2016)  
10 Rangeland 6.30 0.15 UN-FAO (2001)  
S.NoLand coverArea %C valuesReference
Agriculture (Kharif and Rabi crops) 21.06 0.6 Wischmeier & Smith (1978)  
Built-up area 1.91 0.2 
Forest 26.96 0.02 
Water bodies 1.12 
Snow and glacier 16.93 Bouguerra et al. (2017)  
Barren land 23.93 
Pastureland 0.81 0.4 
Orchards 0.94 0.5 Vezina et al. (2006)  
Road 0.04 Wang et al. (2016)  
10 Rangeland 6.30 0.15 UN-FAO (2001)  

Support practice (P factor)

It is the soil erosion ratio with specific support practice to subsequent soil erosion with uphill and downslope farming and tillage practices. These practices affect erosion by altering the slope gradient, flow pattern, and direction (Renard & Foster 1983). P factor values vary from 0 to 1. When terrace farming and contouring practices are employed, the P factor value will be low; on the other hand, it will be high when cultivation is directly made on the hill slopes (Wischmeier & Smith 1978). For the study area, the classified SPOT 5 satellite image and DEM were used to prepare the P factor. The agricultural land was assigned slope values from DEM using the standard table (Table 4) proposed by Wischmeier & Smith (1978), while all the non-agricultural areas were assigned P value = 1. The agricultural and non-agricultural land use were then combined in the union option under Analysis tool and it was rasterized under conversion tool in the Arc toolbox.

Table 4

P factor values after Wischmeier & Smith (1978) 

Land useSlope %P factor
Agriculture 0–5 0.10 
5–10 0.12 
10–20 0.14 
20–30 0.19 
30–50 0.25 
50–100 0.33 
Other lands (non-agriculture) All 
Land useSlope %P factor
Agriculture 0–5 0.10 
5–10 0.12 
10–20 0.14 
20–30 0.19 
30–50 0.25 
50–100 0.33 
Other lands (non-agriculture) All 

For accurate assessment of soil erosion estimates, ground measurements are used. Since there is no facility or infrastructure available to verify soil erosion intensity values in the study area, the researchers used maps of landslide locations, which were generated through Google earth high-resolution imageries, previous inventory, and field surveys. These maps were then used to establish a correlation with the soil erosion intensity values. To establish a correlation between the soil erosion map and landslide locations, a frequency ratio-based statistical analysis was employed. This approach is based on identifying relationships between the distribution of landslides and soil erosion intensity in the study area (Pradhan et al. 2012; Ghazvinei et al. 2015; Senanayake et al. 2020; Islam et al. 2022). The frequency was determined by analyzing the relationship between landslides and specific attribute factors given in Table 5. Frequency ratio analysis involves calculating the ratios of the observed landslides to the expected number of landslides in each soil erosion range. A value of 1 indicates an average correlation between soil erosion and landslides, while a value greater than 1 indicates a higher correlation, and a value less than 1 indicates a lower correlation. By calculating these ratios, the researchers were able to assess the strength of the relationship between soil erosion and landslide occurrences in the study area. The correlation between soil erosion and landslides indicates that areas with high erosion are more likely to experience landslides. In this study, in areas with low erosion, the frequency ratio is 0.66, indicating a low probability of landslides. However, for high and very high erosion zones, the frequency ratios are more than 2, indicating a higher probability of landslides. Figure 5 shows a linear relationship between the frequency ratio and the soil erosion zones. This correlation suggests that the erosion map aligns well with the landslide events and locations (Figure 6).
Table 5

Soil erosion vs. frequency ratio of landslide

Erosion categoriesPixel in domainPixel% (a)Points of landslide occurrencePoints of landslide occurrence% (b)Frequency ratio (b/a)
Very low 20,149,014 58.8 169 39.21 0.66 
Low 5,859,662 17.1 109 25.29 1.47 
Moderate 2,809,896 8.2 35 8.12 0.99 
High 3,358,169 9.8 57 13.22 1.34 
Very high 2,090,288 6.1 61 14.15 2.32 
Total 34,267,032 100 431 100 
Erosion categoriesPixel in domainPixel% (a)Points of landslide occurrencePoints of landslide occurrence% (b)Frequency ratio (b/a)
Very low 20,149,014 58.8 169 39.21 0.66 
Low 5,859,662 17.1 109 25.29 1.47 
Moderate 2,809,896 8.2 35 8.12 0.99 
High 3,358,169 9.8 57 13.22 1.34 
Very high 2,090,288 6.1 61 14.15 2.32 
Total 34,267,032 100 431 100 
Figure 5

Frequency ratio assessment of soil erosion with landslides.

Figure 5

Frequency ratio assessment of soil erosion with landslides.

Close modal
Figure 6

Soil erosion categories and landslides location.

Figure 6

Soil erosion categories and landslides location.

Close modal

This approach is a common alternative when direct measurements of soil erosion are not feasible, and it relies on identifying patterns and associations between soil erosion and other observable phenomena, such as landslides. While this method has some limitations, it can still provide valuable insights into soil erosion patterns and help inform decision-making processes related to erosion control and management.

In this study, the soil erosion rate was estimated by applying the RUSLE model in a GIS environment. It is the first effort to undertake spatial estimation of soil loss and delineation of the study area into the different erosion risk zones. The RUSLE approach estimates the rate of soil loss on the exposed slope for any temporal extent by utilizing five factors, namely, R factor, LS factor, K factor, P factor, and C factor. The combination of steep slopes, intense rainfall, and erodible soil has made the study region more susceptible to erosion. RUSLE is one of the most suitable models for the estimation of soil loss (Gashaw et al. 2018). In many studies, the same model has been implemented having similar environmental and geographical conditions and obtained acceptable results, few are Kumar & Kushwaha (2013), Panagos et al. (2015), Bastola et al. (2019), and Thapa (2020).

Rainfall erosivity factor

Rainfall is essential for any water erosion to occur. The intensity and amount of rainfall are regarded as the most significant rainfall aspects. The greater the amount and severity of a specific rainfall event, the greater the likelihood of erosion. The correlation between soil detachment and rainfall erosivity has been analyzed in various studies (Ma et al. 2014; Ganasri & Ramesh 2016). Therefore, the R factor is dependent on the amount and intensity of rainfall. The average annual rainfall over the study area ranges from 1,041 to 1,702 millimeters/year (Figure 4(a)) with a mean and standard deviation of 1,229 and 95 millimeters/year, respectively. The data reveal that the highest rainfall occurs in Malam Jabba, i.e. 1,702 mm, Saidu Sharif receives 1,041 mm while Kalam met station records 1,087 mm of annual rainfall. Using Equation (2), the calculated rainfall erosivity varied from 456 to 695 MJ mm ha−1 h−1year−1 (Figure 7(a)) with the mean and standard deviation of 513 and 43 MJ mm ha−1h−1year−1, respectively. The erosivity values are not the same in the whole district. The highest values are found in the eastern part of the district while the northern and southern parts experience low erosivity. In those areas, where rainfall erosivity is high management and support practices can be adopted to reduce the impacts of rainfall to erode soil.
Figure 7

RUSLE factors (a) rainfall erosivity factor, (b) soil erodibility factor, (c) slope length and steepness factor, (d) cover management factor, and (e) support practice factor.

Figure 7

RUSLE factors (a) rainfall erosivity factor, (b) soil erodibility factor, (c) slope length and steepness factor, (d) cover management factor, and (e) support practice factor.

Close modal

Soil erodibility factor

Various types of soil have various degrees of susceptibility to erosion. Soil erodibility, or the K factor, is the inherent vulnerability of soil to erosion caused by rainfall and runoff. Numerous physical and chemical characteristics of soil can determine soil erodibility. The RUSLE model considers the physical attributes of soil that play the most crucial role in determining soil erodibility are primary particle size distribution, soil structure, organic matter contents, and soil permeability. In the study, the K factor was prepared from the soil map obtained from the Soil Survey of Pakistan and DSMW. The computed K factor values showed that K values range from 0 to 0.45 tons ha h ha−1MJ−1mm−1 with a mean of 0.26 tons ha h ha−1MJ−1mm−1 (Figure 7(b)). The computed K factor was in vector format, which was rasterized in ArcGIS software and located under the conversion tool. Nearly, 47% of the study area is having silty soil, which is the most sensitive soil to erosion. Higher K values are found in the middle and northern parts of the district. Due to poor infiltration capacity, water erosion is highly expected especially in the northern part of the study region. The relative susceptibility of the soil groups is silt loam > fine sandy loam > loam > sandy loam > silty clay.

Slope length and steepness factor

There is a strong relationship between the LS factor and soil erosion. Erosion is more in the areas where the slope is steep and slope length is more. The study area is characterized by a higher and steep slope. Nearly 70% of the basin has a steeper slope than 40%. In this study, the LS factor is derived from SRTM DEM, as it is widely used in soil erosion studies because it has gained widespread popularity due to their global coverage and free availability to researchers. LS factor values range between 0 and 4,228 (Figure 7(c)). The lowest LS factor values are found in the southern part of the study area along the River Swat because the slope is very low. The highest LS values are seen in the northern part of the district which is why severe soil erosion areas are mostly found in the northern part, which indicates that erosion is highly influenced by the LS factor in the study area.

Cover management factor

Knowledge of LULC has enormous potential for providing valuable insights into the distribution of various land use classes such as agricultural land, forests, barren land, built-up land, and water bodies. This understanding is crucial for developmental planning and erosion studies. In this study, the LULC map shows that the study area consists of different land cover classes such as forest (27.98%), barren land (23.92%), agriculture (21.05%), glacier and snow (16.92%), rangeland (6.31%), and water bodies (1.11%). The accuracy assessment shows that the accuracy of the classified image ranged from 77.9 to 84.8% while the user's accuracy ranges from 82.4 to 86.3% and the producer's accuracy ranged from 73.4 to 81.3%. The C factor values ranged from 0 to 1. The higher C values are found in the northern part of the district due to the presence of bare rocks, while the middle part of the study area has low C values as mostly it is covered with forest. The lower portion of the study has slightly high C values due to the plantation activities, as this area is relatively plain and has fertile soil. The zonal statistic tool of ArcGIS tool result shows a mean and standard deviation of 0.28 and 0.31, respectively. Nearly 42% of the study area has a C value of more than 0.5 (Figure 7(d)). This shows that these areas are more vulnerable to erosion because of the direct impacts of rainfall.

Support practice factor

The support practice factor and the cover management factor are related in that they both aim to minimize soil erosion caused by human activities. However, the P factor focuses specifically on the management of runoff by altering its direction, pattern, and speed through management practices like strip cropping, contour tillage, and terraces, while the C factor considers the impact of land use and management practices on soil cover. Like the C factor, the P factor map derived from classified LULC and slope map for the study area has values ranging between 0 and 1 (Figure 7(e)). In the study, the higher values (P = 1) are assigned to the non-agricultural areas, while the agricultural areas, which occupy 21.05% of the study region, are assigned different P values from standard Table 4 based on the slope gradient. As most of the agriculture is done in the southern plain areas of the district that is why this area has lower P values than the other parts of the district. The higher values are found in the northern part of the district because no agriculture is practiced here.

Estimation of potential erosion

The rainfall condition, soil texture, and steep and fragile slopes naturally make the study area susceptible to erosion hazards. Potential erosion exhibits soil loss in the absence of support and management practices. It shows the worst possible situation that might take place. The three factors of the RUSLE model; rainfall erosivity, soil erodibility, and topography (R × K × LS) are considered natural factors for the calculation of potential soil erosion. These three factors are multiplied in the raster calculator under the Spatial Analyst extension in ArcGIS. The estimated potential soil loss (Table 6; Figure 8(a)) ranged from 0 to 702,495 tons/ha/year with a mean value of 3,609 tons/ha/year. Approximately 65% of the study area is exposed to potentially very high erosion.
Table 6

Categories of potential and actual soil erosion, area and the amount of soil loss

Erosion categoriestons/hectare/yearHectare area
Area %
Potential erosionActual erosionPotential erosionActual erosion
Very low <5 182,754.1 238,715.9 34.2 45.1 
Low 5.1–25 1,414.202 45,428.2 0.26 8.6 
Moderate 25.1–50 2,470.218 36,958.6 0.46 
High 50.1–75 3,407.4 28,308.3 0.63 5.3 
Very high >75 343,654.1 184,289 64.39 34 
Total 533,700 100 
Erosion categoriestons/hectare/yearHectare area
Area %
Potential erosionActual erosionPotential erosionActual erosion
Very low <5 182,754.1 238,715.9 34.2 45.1 
Low 5.1–25 1,414.202 45,428.2 0.26 8.6 
Moderate 25.1–50 2,470.218 36,958.6 0.46 
High 50.1–75 3,407.4 28,308.3 0.63 5.3 
Very high >75 343,654.1 184,289 64.39 34 
Total 533,700 100 
Figure 8

(a) Potential annual soil loss rate from natural factors (rainfall erosivity, soil erodibility, and slope length and steepness) and (b) actual annual soil loss rate from RUSLE five factors (rainfall erosivity, soil erodibility, slope length and steepness, cover management, and support practice).

Figure 8

(a) Potential annual soil loss rate from natural factors (rainfall erosivity, soil erodibility, and slope length and steepness) and (b) actual annual soil loss rate from RUSLE five factors (rainfall erosivity, soil erodibility, slope length and steepness, cover management, and support practice).

Close modal

Estimation of actual erosion

Actual erosion depicts the existing soil loss condition, including support and management activities that considerably decrease the erosion hazard. The RUSLE five factors (R × K × LS × C × P) are used to calculate the actual soil erosion. The estimated actual average annual soil loss is 598,504 tons/ha/year, with a mean value of 878.94 tons/ha/year. The analysis showed that 284,144 hectares comprising 53.7% of the area experience low erosion, whereas 212,595 hectares that are 39.3% of the study area are affected by high and very high erosion. Based on the erosion severity of very low, low, moderate, high, and very high classes, the erosion risk map was formulated (Figure 8(b)). It shows that 45.1% exhibit very low, 8.6% low, 7% moderate, 5.3% high, and 34% very high erosion in District Swat (Table 6). The comparison between potential and actual erosion reveals that rainfall, soil texture, and slope are the primary factors that cause soil erosion in the area. It can also be concluded that management strategies and conservation support practices significantly reduce soil erosion (Figure 9).
Figure 9

Graphical representation of potential and actual erosion risk.

Figure 9

Graphical representation of potential and actual erosion risk.

Close modal

Soil erosion poses a significant threat to the sustainable utilization of land resources in District Swat. In this particular research, a combination of rainfall data, soil data, DEMs, and satellite imagery was employed to create a soil erosion hazard map that highlights areas of potential risk. The findings indicate that the annual soil loss in the study area amounts to 598,504 tons/ha/year, with an average value of 878.94 tons/ha/year. Approximately 53.7% of the region experiences low erosion, while high and very high erosion affects 39.3% of the study area. A comparison between the potential and actual soil erosion maps shows that potential soil erosion exceeds the actual soil erosion due to the absence of cover management and support practices. These findings enable decision-makers to understand the maximum erosion that could occur in a given area and develop scenarios involving land use changes to enhance conservation management.

The study area is exposed and vulnerable to soil erosion hazards because of frequent and high intensity rainfall events, cutting of trees and removal of green cover, texture of soil, steep slopes, land cover conditions, and soil conservation practices. The economic status of the farmers also plays a role in cultivation on slopes in the terraced fields. Sometimes, they are not able to maintain the retaining walls of the fields, which exposes the soil to the action of rainfall and surface runoff. It is the first time effort to undertake spatial estimation of soil loss and delineation of the study area into the different risk zone, no previous study has been conducted to estimate soil loss in the study area. The results of the study need to be validated and as a result the soil erosion map was correlated with the landslide location map established through frequency ratio-based statistical analysis. The relationship between soil erosion and landslides occurrence shows that very high erosion zone has higher probability of landslides, correspondingly, for very low erosion zone, has very low probability of landslide occurrences. Islam et al. (2022) found that steep slopes have higher landslide occurrence zones in the District Swat, similar to our study where high erosion zones are found in these regions.

Similarly, Markose & Jayappa (2016) made projections indicating a higher erosion rate in the Kali River basin located in Karnataka, India. The identification of high-risk soil erosion areas in mountain slopes and steep terrains emphasizes the significant role of topographic factors in influencing soil water erosion. In another study, Thomas et al. (2018) documented severe soil erosion in the steep slopes of the mountainous region within the Muthirapuzha River basin in India. Zerihun et al. (2018) estimated substantial soil loss in the steep slope areas of Northwestern Ethiopia. Kayet et al. (2018) discovered that the steep slope regions of West Singbhum district in Jharkhand, India, experienced high rates of soil erosion. Consequently, the findings of this research align with various studies conducted in different geographical regions with similar conditions.

The findings of this study hold significant importance and value for decision-makers, as they provide valuable insights for identifying the regions most susceptible to soil erosion hazards. Consequently, this research can assist in the development of regional conservation plans, while also offering the potential for expansion to a national level for the formulation of comprehensive soil conservation plans. Soil erosion assessment requires careful consideration of the factors that contribute to soil erosion and the methods used to assess them. It also involves complex models that require significant computational resources and expertise to develop and run. The accuracy of these models can be affected by uncertainties in input data and parameterization. The availability and quality of data on soil erosion processes and factors affecting them can be a significant challenge in soil erosion assessment. Therefore, up-to-date, sufficient data and careful consideration of the factors for the estimation of the RUSLE parameters are essential for the reliable assessment of soil loss. In addition, the effectiveness of different erosion prediction models in accurately predicting soil erosion rates is also required in future studies. This could involve comparing the predictions of different models with actual field measurements of soil erosion rates.

Assessing erosion risk and its spatial distribution in a watershed remains a significant challenge for the scientific community. This study sought to address this issue and investigated the quantitative assessment of soil erosion by water in District Swat Eastern Hindu Kush, Pakistan. The results indicate that the area is significantly vulnerable to soil erosion and if left unchecked, the current rate of soil erosion will likely lead to severe land degradation. Steep slopes, erodible soils, and intense rainfall aggravate the severity of this situation. The analysis concludes that around 34% of the study area is at high risk of soil erosion. The high-risk areas have steep slopes and experience high surface runoff with high stream density. The comparison of the actual and potential soil loss assists in evaluating the impacts of vegetation and support measures in reducing soil erosion, as a substantial increase in vegetation can greatly reduce the amount of soil erosion. The validity of the model was assessed by establishing the relationship between the landslide susceptibility map and soil erosion in the Swat River Basin. As a result, a reasonable correlation between the soil erosion intensity map and data on landslide events has been found. The study concludes that incorporating the RUSLE model into a geographic information system offers numerous benefits. It enables the rational management of qualitative and quantitative data related to various soil degradation factors and facilitates the creation of a comprehensive map displaying the distribution of sensitivity levels to erosion in different areas of the watershed.

This study is part of my PhD research work. The authors would like to thank anonymous reviewers for their useful comments and suggestions.

The paper is not submitted to any other journal.

All authors contributed equally to the research work, analysis, and development of the manuscript.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

Abdulkadir
T. S.
,
Muhammad
R. U. M.
,
Yusof
K. W.
,
Ahmad
M. H.
,
Aremu
S. A.
,
Gohari
A.
&
Abdurrasheed
A. S.
2019
Quantitative analysis of soil erosion causative factors for susceptibility assessment in a complex watershed
.
Cogent Engineering
6
(
1
),
1
19
.
Baig
M. B.
,
Shahid
S. A.
&
Straquadine
G. S.
2013
Making rainfed agriculture sustainable through environmental friendly technologies in Pakistan: a review
.
International Soil and Water Conservation Research
1
(
2
),
36
52
.
Bastola
S.
,
Seong
Y. J.
,
Lee
S. H.
,
Shin
Y.
&
Jung
Y.
2019
Assessment of soil erosion loss by using RUSLE and GIS in the Bagmati basin of Nepal
.
Journal of the Korean GEO-Environmental Society
20
(
3
),
5
14
.
Behera
S. K.
2015
Estimation of Soil Erosion and Sediment Yield on ONG Catchment, Odisha, India
.
Master's thesis
,
Department of Civil Engineering, National Institute of Technology, Rourkela
.
Bizuwerk
A.
,
Taddese
G.
&
Getahun
Y.
2003
Application of GIS for modeling soil loss rate in Awash river basin, Ethiopia
. In:
International Livestock Research Institute (ILRI)
,
Addis Ababa, Ethiopia
, pp.
1
11
.
Bonilla
C. A.
,
Reyes
J. L.
&
Magri
A.
2010
Water erosion prediction using the Revised Universal Soil Loss Equation (RUSLE) in a GIS framework, central Chile
.
Chilean Journal of Agricultural Research
70
(
1
),
159
169
.
Bouguerra
H.
,
Bouanani
A.
,
Khanchoul
K.
,
Derdous
O.
&
Tachi
S. E.
2017
Mapping erosion prone areas in the Bouhamdane watershed (Algeria) using the Revised Universal Soil Loss Equation through GIS
.
Journal of Water and Land Development
32
(
1
),
13
23
.
Castillo
V. M.
,
Mosch
W. M.
,
García
C. C.
,
Barberá
G. G.
,
Cano
J. N.
&
López-Bermúdez
F.
2007
Effectiveness and geomorphological impacts of check dams for soil erosion control in a semiarid Mediterranean catchment: El Cárcavo (Murcia, Spain)
.
Catena
70
(
3
),
416
427
.
Chakrabortty
R.
,
Pal
S. C.
,
Sahana
M.
,
Mondal
A.
,
Dou
J.
,
Pham
B. T.
&
Yunus
A. P.
2020
Soil erosion potential hotspot zone identification using machine learning and statistical approaches in eastern India
.
Natural Hazards
104
(
2
),
1259
1294
.
Comino
J. R.
,
Senciales
J. M.
,
Ramos
M. C.
,
Martínez-Casasnovas
J. A.
,
Lasanta
T.
,
Brevik
E. C.
,
Ries
J. B.
&
Sinoga
J. R.
2017
Understanding soil erosion processes in Mediterranean sloping vineyards (Montes de Málaga, Spain)
.
Geoderma
296
,
47
59
.
Devatha
C. P.
,
Deshpande
V.
&
Renukaprasad
M. S.
2015
Estimation of soil loss using USLE model for Kulhan Watershed, Chattisgarh – a case study
.
Aquatic Procedia
4
,
1429
1436
.
Dutta
S.
2016
Soil erosion, sediment yield and sedimentation of reservoir: a review
.
Modelling Earth Systems and Environment
2
(
3
),
1
18
.
Farr
T. G.
&
Kobrick
M.
2000
Shuttle Radar Topography Mission produces a wealth of data
.
Eos, Transactions American Geophysical Union
81
(
48
),
583
585
.
Food and Agriculture Organization (FAO)
.
2003
The Digital Soil Map of the World (DSMW)
.
Available from: http://www.fao.org/geonetwork/srv/en/metadata.show?id=14116 (retrieved 12 January 2020)
.
Ghazvinei
P. T.
,
Zandi
J.
,
Ariffin
J.
,
Hashim
R. B.
,
Motamedi
S.
,
Aghamohammadi
N.
&
Moghaddam
D. A.
2015
Approaches for delineating landslide hazard areas using receiver operating characteristic in an advanced calibrating precision soil erosion model
.
Natural Hazards and Earth System Sciences Discussions
3
(
10
),
6321
6349
.
Goldman
S. J.
,
Jackson
K.
&
Bursztynsky
T. A.
1986
Erosion and Sediment Control Handbook
.
McGraw-Hill Book Company
,
New York
.
Government of Pakistan (GoP)
.
1999
The District Census Report of Swat, 1998
.
Population Census Organization
,
Islamabad
.
Irshad
M.
,
Inoue
M.
,
Ashraf
M.
,
Delower
H. K.
&
Tsunekawa
A.
2007
Land desertification – an emerging threat to environment and food security of Pakistan
.
Journal of Applied Sciences
7
(
8
),
1199
1205
.
Islam
F.
,
Ahmad
M. N.
,
Janjuhah
H. T.
,
Ullah
M.
,
Islam
I. U.
,
Kontakiotis
G.
,
Skilodimou
H. D.
&
Bathrellos
G. D.
2022
Modelling and mapping of soil erosion susceptibility of Murree, sub-Himalayas using GIS and RS-based models
.
Applied Sciences
12
(
23
),
1
18
.
Jie
C.
,
Jing-zhang
C.
,
Man-zhi
T.
&
Zi-tong
G.
2002
Soil degradation: a global problem endangering sustainable development
.
Journal of Geographical Sciences
12
(
2
),
243
252
.
Kayet
N.
,
Pathak
K.
,
Chakrabarty
A.
&
Sahoo
S.
2018
Evaluation of soil loss estimation using the RUSLE model and SCS-CN method in hillslope mining areas
.
International Soil and Water Conservation Research
6
(
1
),
31
42
.
Khan
S.
&
Hasan
M.
2016
Climate change impacts and adaptation to flow of Swat river and glaciers in Hindu Kush Ranges, Swat District, Pakistan (2003–2013)
.
International Journal of Economic and Environmental Geology
7
(
1
),
24
35
.
Khan
M. A.
,
Ahmad
M.
&
Hashmi
H. S.
2012
Review of Available Knowledge on Land Degradation in Pakistan
.
International Center for Agricultural Research in the Dry Areas (ICARDA), OASIS Country Report 3
, pp.
1
22
.
Kinnell
P. I. A.
2010
Event soil loss, runoff and the Universal Soil Loss Equation family of models: a review
.
Journal of Hydrology
385
(
1–4
),
384
397
.
Kumar
S.
&
Kushwaha
S. P. S.
2013
Modelling soil erosion risk based on RUSLE-3D using GIS in a Shivalik sub-watershed
.
Journal of Earth System Science
122
(
2
),
389
398
.
Lee
J. H.
&
Heo
J. H.
2011
Evaluation of estimation methods for rainfall erosivity based on annual precipitation in Korea
.
Journal of Hydrology
409
(
1–2
),
30
48
.
Ma
X.
,
He
Y.
,
Xu
J.
,
van Noordwijk
M.
&
Lu
X.
2014
Spatial and temporal variation in rainfall erosivity in a Himalayan watershed
.
Catena
121
,
248
259
.
Mahapatra
S. K.
,
Reddy
G. O.
,
Nagdev
R.
,
Yadav
R. P.
,
Singh
S. K.
&
Sharda
V. N.
2018
Assessment of soil erosion in the fragile Himalayan ecosystem of Uttarakhand, India using USLE and GIS for sustainable productivity
.
Current Science
115
(
1
),
108
112
.
Montgomery
D. R.
2007
Soil erosion and agricultural sustainability
.
Proceedings of the National Academy of Sciences
104
(
33
),
13268
13272
.
Nafees
M.
,
Jan
M. R.
,
Khan
H.
&
Ali
A.
2008
Status of soil texture and required associated soil conservation measure of River Swat catchments area, NWFP, Pakistan
.
Sarhad Journal of Agriculture
24
(
2
),
251
259
.
Ochoa-Cueva
P.
,
Fries
A.
,
Montesinos
P.
,
Rodríguez-Díaz
J. A.
&
Boll
J.
2015
Spatial estimation of soil erosion risk by land-cover change in the Andes of southern Ecuador
.
Land Degradation and Development
26
(
6
),
565
573
.
Panagos
P.
,
Borrelli
P.
,
Meusburger
K.
,
Alewell
C.
,
Lugato
E.
&
Montanarella
L.
2015
Estimating the soil erosion cover-management factor at the European scale
.
Land Use Policy
48
,
38
50
.
Pandey
A.
,
Mathur
A.
,
Mishra
S. K.
&
Mal
B. C.
2009
Soil erosion modelling of a Himalayan watershed using RS and GIS
.
Environmental Earth Sciences
59
(
2
),
399
410
.
Pham
T. G.
,
Nguyen
H. T.
&
Martin
K.
2018
Assessment of soil quality indicators under different agricultural land use and topographic aspects in Central Vietnam
.
International Soil Water Conservation Resorce
6
(
4
),
280
288
.
Phinzi
K.
&
Ngetar
N. S.
2018
The assessment of water-borne erosion at catchment level using GIS-based RSULE and remote sensing: a review
.
International Soil and Water Conservation Research
7
(
1
),
27
46
.
Pimentel
D.
&
Burgess
M.
2013
Soil erosion threatens food production
.
Agriculture
3
(
3
),
443
463
.
Pradhan
B.
,
Chaudhari
A.
,
Adinarayana
J.
&
Buchroithner
M. F.
2012
Soil erosion assessment and its correlation with landslide events using remote sensing data and GIS: a case study at Penang Island, Malaysia
.
Environmental Monitoring and Assessment
184
,
715
727
.
Provincial Disaster Management Authority (PDMA)
.
2015
District Disaster Management Plan (2015–2020) District Swat
.
Provincial Disaster Management Authority
,
Khyber Pakhtunkhwa
.
Rahman
A.
,
Shaw
R.
,
2015
Floods in the Hindu Kush region: causes and socio-economic aspects
. In:
Mountain Hazards and Disaster Risk Reduction
(
Nibanupudi
H. K.
&
Shaw
R.
, eds.).
Springer
, Tokyo, pp.
33
52
.
Renard
K. G.
&
Foster
G. R.
1983
Soil conservation: principles of erosion by water
.
Dryland Agriculture
23
,
155
176
.
Renard
K. G.
,
Foster
G. R.
,
Weesies
G. A.
,
McCool
D. K.
&
Yoder
D. C.
1997
Predicting Soil Erosion by Water: A Guide to Conservation Planning with the Revised Universal Soil Loss Equation (RUSLE)
.
Agriculture Handbook No. 703. USDA-ARS
,
Washington, DC
.
Renard
K. G.
,
Yoder
D. C.
,
Lightle
D. T.
,
Dabney
S. M.
,
2011
Universal soil loss equation and revised universal soil loss equation
. In:
Handbook of Erosion Modelling
(
Morgan
R. P. C.
&
Nearing
M. A.
, eds.).
Blackwell Publishing Ltd
,
Chichester
, pp.
137
167
.
Rickson
R. J.
2014
Can control of soil erosion mitigate water pollution by sediments?
Science of the Total Environment
468
,
1187
1197
.
Rome
S. I.
2005
Forestry in the princely state of Swat and Kalam (North-West Pakistan): a historical perspective on norms and practices
. In:
IP-6 Working Paper. National Centre for Competence in Research (NCCR) North-South
,
Switzerland
.
Schwab
G. O.
,
Frevert
R. K.
,
Edminster
T. W.
&
Barnes
K. K.
1981
Soil and Water Conservation Engineering
.
John Wiley and Sons
,
New York
.
Singh
G.
,
Chandra
S.
&
Babu
R.
1981
Soil loss and prediction research in India, Central Soil and Water Conservation Research Training Institute. Bulletin No T-12 D, 9, 1981
.
Survey of Pakistan (SoP)
2010
District Swat, Administrative Map
.
Survey of Pakistan
,
Islamabad
.
Tamiru
H.
&
Wagari
M.
2021
RUSLE Model Based Annual Soil Loss Quantification for Soil Erosion Protection in Fincha Catchment, Abay River Basin, Ethiopia
.
UN-FAO
.
2001
Strategic Environmental Assessment: An Assessment of the Impact of Cassava Production and Processing on the Environment and Biodiversity
, vol.
5
.
Proceedings. Food and Agriculture Organization of the United Nations (FAO); International Fund for Agricultural Development (IFAD), vol.5. Rome, Italy. pp. 1–137
.
Wang
X.
,
Oenema
O.
,
Hoogmoed
W. B.
,
Perdok
U. D.
&
Cai
D.
2016
Dust storm erosion and its impact on soil carbon and nitrogen losses in northern China
.
Catena
66
(
3
),
221
227
.
Wischmeier
W. H.
&
Smith
D. D.
1978
Predicting Rainfall Erosion Losses-A Guide to Conservation Planning
.
Agricultural Handbook 282. USDA-ARS
,
USA
.
Zerihun
M.
,
Mohammedyasin
M. S.
,
Sewnet
D.
,
Adem
A. A.
&
Lakew
M.
2018
Assessment of soil erosion using RUSLE, GIS and remote sensing in NW Ethiopia
.
Geoderma Regional
12
,
83
90
.
This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY 4.0), which permits copying, adaptation and redistribution, provided the original work is properly cited (http://creativecommons.org/licenses/by/4.0/).