This study aimed to assess the response of soil erosion to climate change in the Sululta catchment using the Revised Universal Soil Loss Equation (RUSLE) integrated with the geographic information system (GIS). The current rainfall erosivity factor (R) was computed from the current rainfall data (1989–2018). Regional climate models (RCMs) under representative concentration pathways RCP4.5 and RCP8.5 were used for future rainfall projection (2021–2080) to determine projected rainfall R factor. Rainfall data, soil map, digital elevation model and land use/land cover data were used to evaluate RUSLE factors in the ArcGIS environment. The results of this study showed that the current average annual soil loss rate was found to be 5.03 tons/ha/year. The average annual soil loss may decrease by 2.78 and 0.80% in 2021–2050 and 2051–2080, respectively, under the RCP4.5 scenario compared to the current average annual soil loss. Under the RCP8.5 scenario, the average annual soil loss may increase by 7.75 and 2.98% in 2021–2050 and 2051–2080, respectively, from the current average annual soil loss. The result reveals that the average annual soil loss decreases in both time periods under RCP4.5 and increases in both time periods under RCP8.5.

  • Performing bias correction for RCM data.

  • Projection of future precipitation.

  • Determining RUSLE factors.

  • Determining rainfall erosivity factor under RCP4.5 and RCP8.5.

  • Evaluating the impact of current and future climate change on soil erosion.

Erosion of soils becomes a global problem that can cause a variety of issues, including decreased yield of soil, deteriorating water quality, reduced reservoir capacity for storage, as well as the disruption of the aquatic environment (Wang et al. 2020). Soil in good condition serves an extensive variety of critical functions, such as food and biomass production, water and carbon-storing and filtering, and carbon dioxide, as well as other emitted gas monitoring (Moges et al. 2020). As a consequence, determining the loss of soil is essential for the development of local ecological environments, and soils should be preserved and utilized in an environmentally friendly way.

The erosion of soil triggered by water movement is nowadays among the most severe problems worldwide (Chakrabortty et al. 2020). Removing nutrients from the top layer can reduce soil fertility and lead to soil degradation (Keesstra et al. 2018). The declining soil fertility is both environmentally and economically detrimental to the whole area. Deforestation, overgrazing, and intensive subsistence farming may become major contributors to soil erosion and degradation as population pressure rapidly increases (Blaikie 2016). Human activities in the environment as a whole, including modifications to methods of land use, can accelerate soil erosion (Pal & Shit 2017). The soil rate of erosion may decrease crop yields and enhance sedimentation rates (Wang et al. 2012).

The changing climate has the potential to exacerbate the erosion of soil, damage to crops, and the accumulation of excess water in plants' root zones, making farming challenging or even impossible (Girmay et al. 2021). Changes in the climate will cause changes in the rate of erosion of soil resulting from the enhanced erosive power of rainfall and changes in plant cover (Pruski & Nearing 2002). Erosion of the soil will be influenced by changes in plant cover and moisture content in the soil as temperatures rise (Wang et al. 2020). According to the Fifth Assessment Report (AR5) of the Intergovernmental Panel on Climate Change (IPCC), overall temperatures and precipitation are changing and are going to keep doing so in the 21st century (IPCC 2013). Precipitation and temperature changes have an impact on absorption rates, water content of the soil, the biomass of plant output, and the management of crops, as well as the erosion of soil and runoff (Li & Fang 2016). The impact of climate change may accelerate worldwide erosion from water from +30 to +66% in the coming 50 years (Borrelli et al. 2020). Precipitation exerts a direct impact on the loss of soil, whereas temperature has an indirect impact. Changes in precipitation are the primary cause of erosion of soil (Li & Fang 2016). Ethiopia is among those countries severely impacted by the increased erosion of soil resulting from changing climates, leading to a projected 23% rise in soil loss in 2050 (Moges et al. 2020). Due to high slopes as well as excessive precipitation, the Ethiopian highlands have a considerable loss of soil (Moisa et al. 2021). There are many studies quantifying soil erosion under the present climate in Ethiopia (Gelagay & Minale 2016; Haregeweyn et al. 2017; Gashaw et al. 2018). Few studies have been conducted to predict the potential threat of erosion of soil as a result of changes in the climate (Mengistu et al. 2015; Moges et al. 2020; Girmay et al. 2021). Moges et al. (2020) conducted research employing the Revised Universal Soil Loss Equation (RUSLE) model together with the geographic information system (GIS) to assess soil erosion using the RCP4.5 scenario from 2018 to 2050. Girmay et al. (2021), on the other hand, utilized the Universal Soil Loss Equation (USLE) model coupled with the GIS to project the erosion of soil under both RCP4.5 and RCP8.5 for the Agewmariam watershed from 2011 to 2100. This study utilized the RUSLE model in combination with the GIS to project the loss of soil under both RCP4.5 and RCP8.5 over the period from 2021 to 2080.

There are several methods for assessing the erosion of soil at different levels, such as globally, regionally, and locally (Poesen et al. 2003). Several models were developed to estimate the loss of soil rates (Poesen et al. 2003; Pan & Wen 2014). The following are among the most frequently employed models in soil erosion assessment: Water Erosion Prediction Project (WEPP) (Nearing et al. 1989), Chemical Runoff and Erosion for Agricultural Management System (CREMS) (Knisel 1980), European Soil Erosion Model (EuroSEM) (Morgan et al. 1998), Areal Non-point Source Watershed Environment Response Simulation (ANSWERS) (Beasley et al. 1980), Soil and Water Assessment Tool (SWAT) (Srinivasan et al. 1998), USLE (Wischmeier & Smith 1978), RUSLE (Renard 1997), and others. Due to its structural simplicity (Volk et al. 2010), adaptability, and integration with the GIS (Pandey et al. 2021), the RUSLE (Renard 1997; Ozsoy et al. 2012) is a widely employed empirical equation. It is also suitable with remote sensing and a digital elevation model (DEM) for the assessment of soil erosion (Kouli et al. 2009). The application of process-oriented approaches like WEPP is difficult owing to a shortage of suitable input information. The RUSLE model was selected in the current study because it is a commonly employed tool in assessing soil loss hazards owing to its minimal demand for data and simple model composition (Pan & Wen 2014). The objective of the research is to evaluate the soil loss response to changes in climate for the Sululta catchment employing the RUSLE equation coupled with a GIS tool. Assessing soil erosion under climatic conditions helps to quantify impacts and design suitable mitigation and adaptation actions at both regional and local levels.

Study area description

The Sululta catchment lies in the Upper Abbay River Basin, north of Addis Ababa, Ethiopia's capital, and south of Chancho. It is defined by the geographical coordinates of 9°0′0″N–9°20′0″N and 38°30′0″E–38°50′0″E (Figure 1) and has a total area of around 47,400 hectares (ha). The catchment's highest elevation is 3,380 m, and the lowest elevation is 2,542 m at the catchment's mouth. The land use and land cover (LULC) of the catchment comprises agricultural land, grassland, shrubland, and woodland. The area's dominant land cover is grassland and agricultural land. The climatic condition of the Sululta catchment is characterized by a wet and dry season. The rainy season lasts from June to September, and dry weather is experienced from October to February. The Sululta catchment has an annual rainfall range of 1,210–1,511 mm.
Figure 1

Map of the study area.

Figure 1

Map of the study area.

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Data acquisition

The DEM, LULC, soil, and rainfall data were utilized in this study to evaluate the present and projected soil erosion. Observed rainfall data (from 1989 to 2018) from seven stations were obtained from the Ethiopian Ministry of Water, Irrigation, and Electricity, and future rainfall (2021–2080) from RCP4.5 and RCP8.5 scenarios was obtained from https://www.climate4impact.eu/c4ifrontend/. Observed and future rainfall were used to calculate the present and projected R factors. The Ethiopian Ministry of Water, Irrigation, and Electricity provided the soil data necessary for obtaining the soil erodibility (K factor). The DEM with a resolution of 30 m was downloaded from www.earthexplorer.usgs.gov and used to determine the slope length and steepness (LS) factor. A 30 m resolution of LULC data was obtained from the Ethiopian Ministry of Water, Irrigation, and Electricity (MoWIE) and reclassified to determine cover management (C) and support practice (P) factors. Figure 2 illustrates the methodology framework for assessing soil loss in the current study.
Figure 2

Methodological flow chart.

Figure 2

Methodological flow chart.

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RUSLE model description

For this study, soil loss was modeled using the RUSLE model, which was integrated with the GIS. RUSLE is a popular, extensively accepted, and implemented empirical method for assessing average annual soil loss (Ghosal & Das Bhattacharya 2020). The RUSLE model estimates average annual soil loss using the R, LS, K, P, and C factors (Renard 1997; Ozsoy et al. 2012). The inputs of the RUSLE model, comprising K, P, C, and LS parameters, were analyzed as layers of GISs using the DEM (Khademalrasoul & Amerikhah 2021). Using Equation (1), RUSLE (Renard 1997; Ozsoy et al. 2012) determines the estimated annual average soil loss.
(1)
where A is the annual average soil loss (tons/ha/year), K is the soil erodibility factor, C is the cover factor, LS is the slope length and steepness factor, P is the support factor, and R is the rainfall erosivity factor.

The RUSLE model has some limitations. It might not provide reliable soil loss predictions when used in a larger watershed because it was designed at the field level. The model also considers only rill and sheet erosion types. The determination of the LS parameter using the GIS is best at 30 m DEM resolution. On the other hand, it is difficult to measure C and K factors in a large watershed. Because of the absence of observed soil erosion information, it is challenging to validate the RUSLE approach estimates.

RUSLE model parameterization

R factor

The R factor measures the impact of raindrops in terms of their kinetic energy and estimates the frequency and volume of runoff directly related to that precipitation event. The R factor is the primary cause of soil erosion and quantifies the effect of raindrops on the erosion rate (Moisa et al. 2021). It is an essential parameter in the RUSLE equation and describes the power of raindrops to wash away soil from the surfaces. The total erosivity of rainfall is affected by characteristics such as terminal velocity, precipitation droplets, and dispersion across the area (Towheed & Roshni 2021). This study used an empirical formula developed to derive the R-value in Ethiopia (Hurni 1985).
(2)
where R is the erosivity factor, and P is the annual average rainfall (mm). The R factor is calculated with the ArcGIS Raster Calculator as given in Equation (2) (Moisa et al. 2021).

Filling in missing observed rainfall data is critical before determining the value of the R factor and conducting the bias correction of future rainfall data. The missing observed rainfall data in this study were filled by XLSTAT. Using the inverse distance weight (IDW) interpolation technique in an ArcGIS environment, annual average rainfall was utilized to determine the R factor.

K factor

The K factor is derived using soil information. The K factor describes the resistance of soil to erosion caused by the raindrop effect, as well as the frequency and amount of runoff generated by the effect of rain in normal circumstances (Ghosal & Das Bhattacharya 2020). The soil's susceptibility to erosion is expressed by the K factor (Kayet et al. 2018). K values for different Ethiopian soil types depend on the color of the soil and are considered to represent good indicators of soil physical characteristics (Moges et al. 2020).

LS factor

The LS factor used in the RUSLE equation was calculated using the DEM. It is a combination of the L and S factors, and indicates the influence of elevation on the soil loss processes. Cumulative runoff volume and velocity increase as slope length increases. Higher land slopes result in an increased runoff rate and severe soil erosion (Ghosal & Das Bhattacharya 2020). LS maps were created from the DEM using Equation (3), which was established by Moore & Burch (1986) with the assistance of spatial analysis in the ArcGIS software.
(3)
where LS represents slope length and steepness parameter, Fac is the raster-based flow accumulation, and CS is the grid resolution.

C factor

The C factor is directly affected by vegetation type, vegetation growth stage, and vegetation coverage. It refers to conditions where vegetation cover reduces soil loss. It describes how vegetation or plant coverage and management strategies affect soil loss rates (Renard 1997; Ozsoy et al. 2012). C values are closely related to land use (Ferreira et al. 2016). The C value varies from 0 to 1. The zero C value indicates no vulnerability to soil erosion, and 1 represents the vulnerability of land to soil erosion (Mohammed et al. 2020; Olorunfemi et al. 2020).

In this study, C values were obtained from the reclassified LULC. C factors related to each land use were chosen after reviewing several references or studies (Hurni 1985; Tiruneh & Ayalew 2015; Gashaw et al. 2018; Asmamaw & Mohammed 2019; Girmay et al. 2021).

P factor

The P parameter represents the rate of loss of soil for specific conservation practices available for the associated soil loss with the existence of up and downward gradients, contour cultivation, and tillage technique (Renard 1997; Ozsoy et al. 2012). The factor is mainly employed to examine the impact of agricultural techniques and water and soil protection policies on soil loss (Taye et al. 2018). Strip cropping, contour cultivation, and terracing are the most common soil erosion management strategies. P values vary from 0 to 1, with zero showing adequate protection and erosion management and 1 representing inadequate or poor erosion protection (Olorunfemi et al. 2020). The P factors were determined based on LULC, and slope class. To determine the value of the P factor, the study area was divided into agricultural and non-agricultural land (woodland, shrubland, and grassland). The cultivated land or agricultural land is categorized based on slope class. P factors for agricultural or cultivated land and non-agricultural or other land uses were assigned separately and combined using union in ArcGIS to create a P factor map. According to Wischmeier & Smith (1978), the P factor is allocated for agricultural land depending on slope classes, and a value of 1 is allocated for non-agricultural land for this study area.

Climate change scenarios

CORDEX-Africa, launched by the World Climate Research Program (WCRP), offers the possibility of developing high-resolution (HR) regional climate predictions over Africa. It is used to predict the effects of climate change at the local and regional levels. The CORDEX-Africa regional climate model (RCM) provides HR historical and future climate predictions at the regional level by downscaling global climate models (GCMs) driven by representative concentration pathways (RCPs) based on the Coupled Intercomparison Project Phase 5 (CMIP5) (Nikulin et al. 2012). For future climate projections, RCP4.5 and RCP8.5 climate change scenarios with a resolution of 44° were employed from the CORDEX-Africa RCA4 RCM. Future precipitation data under RCP4.5 and RCP8.5 were downloaded from https://www.climate4impact.eu/c4ifrontend/.

RCM bias correction method

To correct for deviations in climate model output from observed data, a correction for bias is performed. Several bias correction methods can be applied to account for differences in the climate model output and the measured or observed data (Teutschbein et al. 2011). In many cases, the downscaled RCP data (RCP4.5 and RCP8.5) may not be utilized for effect assessment without bias adjustment. This is because the generated data can systematically vary from the measured variables. Data extracted from the climate models therefore contain biases compared to observed climate data, and bias corrections are applied for climate change analysis (Teutschbein & Seibert 2012). The power transformation approach (Equation (4)) was employed in this study to correct precipitation bias. From this, the comparison of the obtained projected output to the analyzed climate (baseline data) revealed a similar pattern for the Sululta catchment. A study by Teklay et al. (2021) also applied a power transformation bias correction method for precipitation. The power transformation can be defined as follows:
(4)
where and are the corrected and raw or uncorrected precipitation, and a and b are coefficients.

R factor for the baseline period

The current study's annual average rainfall ranged from 1,210 to 1,511 mm, as illustrated in Figure 3(a). In comparison to the other parts of this study area, the northern and certain eastern regions received the highest rainfall. The catchment R factor estimated from mean annual rainfall using Equation (2) for the baseline period (1989–2018) varies by location and ranges from 672.378 to 841.26 MJ/mm/hectare/year, as shown in Figure 3(b). The mean annual R factor was 713.6 MJ/mm/hectare/year. Because the R-value is governed by rainfall, regions with higher annual average rainfall received the highest R-value. The southern and central parts of the catchment have a low R factor, while its northern and some eastern parts have a relatively high R factor. High R-values are related to high soil erosion, and vice versa.
Figure 3

(a) Observed mean annual rainfall, (b) R factor (1989–2018), (c and d) soil type and K factor, (e and f) DEM and LS factor, (g) land use/cover, (h) C factor, (i) slope class, and (j) P factor.

Figure 3

(a) Observed mean annual rainfall, (b) R factor (1989–2018), (c and d) soil type and K factor, (e and f) DEM and LS factor, (g) land use/cover, (h) C factor, (i) slope class, and (j) P factor.

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K factor

In the Sululta catchment, four different types of soil were found: Chromic Luvisols, Eutric Cambisols, Eutric Leptosols, and Eutric Vertisols (Figure 3(c)). Their corresponding K values range from 0.15 to 0.25 (0.15, 0.2, 0.2, and 0.25 for Eutric Vertisols, Chromic Luvisols, Eutric Cambisols, and Eutric Leptosols, respectively) (Figure 3(d)). K values for different types of soil were obtained from various literatures (Hurni 1985; Bewket & Teferi 2009; Fenta et al. 2016; Gelagay & Minale 2016). The catchment's eastern part has a greater erodibility value, indicating lower resistance to soil erosion. The catchment's southern portion exhibits a moderate soil erodibility value.

LS factor

The L and S parameters measure the effect of L and S on soil erosion. It raises the rate of runoff, resulting in particles of soil separation and, as a result, soil erosion. Soil erosion increases when the S and L sensitive to the erosion of soil increase (Wagari & Tamiru 2021). In this study, the LS factor generated from the DEM (Figure 3(e)) in the ArcGIS environment varies from 0 to 30.38, which is from low to moderate (Figure 3(f)).

C factor

The LULC in the Sululta catchment was divided into four main categories. Grassland, cultivated land, shrubland, and woodland are the dominant LULCs (Figure 3(g)). Grassland has the highest coverage (38.35%), followed by cultivated land (33.14%) and shrubland (19.65%), while woodland covers the least (8.86%). The catchment's central part and southern portion, with the lowest C factors, are covered by grassland and woodland, respectively. They contribute to less soil erosion by preventing the soil from the rainfall effects. Shrubland with a high C factor is prone to soil erosion because soil erosion increases with the C value. The catchment's C values range from 0.01 to 0.2 (0.01, 0.015, 0.15, and 0.2 for woodland, grassland, cultivated land, and shrubland, respectively) (Figure 3(h)).

Conservation or P factor

In the Sululta catchment, the P factor varies from 0.1 to 1, which was obtained from slope class and LULC. Non-agricultural land received the same P factor regardless of slope class, whereas cultivated land was classified into different slopes with P values that vary between 0.1 and 0.33 (Figure 3(i) and 3(j)). The higher P factor 1, representing other land uses (woodland, shrubland, and grassland), covers a larger area. The P factor increases as the slope increases for cultivated land. For cultivated land, a lower P factor of 0.1–0.19 with a slope of 0–20% is observed in the western and some central regions. This indicates that the eastern, northern, southern, and some middle parts have a high contribution to soil erosion. However, the western and some central parts of the catchment contribute less to the soil loss. The lowest P factor indicates good conservation practices like terracing, contouring, or strip cropping, whereas the highest value implies little or poor conservation practice.

Assessment of current soil erosion conditions

The soil loss map for the baseline period (1989–2018) was prepared from RUSLE factors by applying map algebra in ArcGIS. This study's C factor is similar to that of Hurni (1985), Tiruneh & Ayalew (2015), and Girmay et al. (2021) for similar LULC, and the K factor is similar to that of Hurni (1985), Fenta et al. (2016), and Gelagay & Minale (2016). The P value of the current study, which ranges from 0.1 to 1, agrees with that of Mengistu et al. (2015) at the Upper Blue Nile River Basin, Tufa & Feyissa (2019) at the upper Didessa watershed, and Gelagay & Minale (2016) at the Koga watershed.

Annual soil loss in this study for the baseline period varies from 0 to 967.28 tons/ha/year (Figure 4). The catchment's annual average soil loss was determined to be 5.03 tons/ha/year, which is comparable to the study by Tufa & Feyissa (2019) on the upper Didessa watershed (5.25 tons/ha/year). Tiruneh & Ayalew (2015) reported an annual average soil loss of 4.81 tons/ha/year over highland Ethiopia, which is nearly comparable to this study. The average annual soil loss of the Sululta catchment is also within the range reported by Hurni (1985) in various parts of Ethiopia, which ranges from 2 to 16 tons/ha/year. As shown in Figure 4, the eastern part of the study area has high soil loss, which is hilly terrain. The eastern part of the catchment was dominated by shrubland with a high crop management factor and a high P factor above, which could indicate higher erosion. As a result, action must be taken to control the LULC to reduce soil erodibility in the eastern part of a catchment through planting and the adoption of water and soil management techniques. To validate the model's estimated result, the observed soil erosion data should be provided.
Figure 4

The baseline annual soil loss rate (1989–2018).

Figure 4

The baseline annual soil loss rate (1989–2018).

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Soil loss under future climate change scenarios

Bias correction results of the RCM

It was determined that bias correction was necessary before using climate model output data for hydrological studies. Observed data were used to evaluate the RCM data output for use in the model. The bias correction method's results were assessed in terms of mean differences between modeled and observed precipitation. There is a noticeable difference in the RCM when simulating average monthly climate data. The relationship between observed data, uncorrected or raw RCM data, and bias-corrected RCM data is illustrated in Figure 5. By using the bias correction approach on RCPs, a considerable improvement is realized because bias-adjusted findings have lower average monthly bias scores compared to uncorrected RCP findings. In simple terms, the bias-adjusted RCP data are more comparable to the observed data than the uncorrected RCP data. Except for May and June in 2021–2050 and March, May, and August in 2051–2080, the observed and RCP-corrected precipitation are closer to RCP4.5. Observed and RCP-adjusted precipitation are closer in all months except March, June, and July in 2021–2050 and July and August in 2051–2080 under RCP8.5. In contrast, the model both overestimates and underestimates the RCP-corrected precipitation data. The model significantly overestimates the precipitation data for March and August in both RCP4.5 and RCP8.5 climate change scenarios. The model dramatically underestimates precipitation data for May under the RCP4.5 scenario in both time periods.
Figure 5

Observed, bias-corrected, and uncorrected precipitation.

Figure 5

Observed, bias-corrected, and uncorrected precipitation.

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Change in future precipitation and rainfall R factor

Precipitation was only considered in the future climate change scenarios for this study because it primarily affects rainfall R, which in turn affects soil erosion. In both RCP4.5 and RCP8.5 scenarios, average monthly precipitation increases significantly in January and February but just a little during July and August. Monthly average precipitation declines dramatically in February and May under both RCPs. Under RCP4.5, the average monthly precipitation decreases significantly between 2021 and 2050. The average annual precipitation increased in all time periods except in 2021–2050 of RCP4.5 when compared with the baseline period. In RCP4.5, average annual precipitation decreased in 2021–2050 by 0.71% and increased by 0.68% in 2051–2080. Under RCP8.5, the annual average precipitation increased by 9.58 and 4.59% during 2021–2050 and 2051–2080, respectively (Figure 6). The study by Girmay et al. (2021) at the Agewmariam watershed also reported an average annual precipitation increase of 2.9–11.8% in RCP8.5 and 0.1–1.8% in RCP4.5. The results of the present study show that the rate of change in precipitation is high under RCP8.5 and low under RCP4.5 climate change scenarios. Because precipitation is a major driver of soil erosion, high precipitation increases erosivity, accelerating the process.
Figure 6

Changes in monthly and annual precipitation averages.

Figure 6

Changes in monthly and annual precipitation averages.

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The annual rainfall R factor in both RCP4.5 and RCP8.5 was computed using Equation (3.2), and their maps were prepared using ArcGIS by employing the IDW interpolation technique. In RCP4.5, the R factor ranges from 629.856 to 833.85 MJ/mm/hectare/year in 2021–2050 and from 642.56 to 846.19 MJ/mm/hectare/year in 2051–2080 (Figure 7(b) and 7(d)). Similarly, the R factor varies from 699.581 to 921.288 MJ/mm/ha/year in 2021–2050 and from 667.374 to 879.286 MJ/mm/ha/year in 2051–2080 under RCP8.5 (Figure 7(f) and 7(h)). The result shows that the maximum R factor was observed in the northern part, and RCP8.5 resulted in the highest R factor. The annual average erosivity in RCP4.5 and RCP8.5 was compared to the annual average erosivity of the baseline period (1989–2018). The annual average erosivity of the catchment may decrease by 3.41 and 1.31% in 2021 to 2050 and 2051 to 2080, respectively, under RCP4.5. Under RCP8.5, average annual rainfall erosivity showed an increase of 7.18 and 2.48% in 2021–2050 and 2051–2080, respectively (Table 1).
Table 1

Changes in mean annual R factor for future periods

Time periodsMean annual R factor (MJ/mm/hectare/year)Change (%)
Baseline period 1989–2018 713.60 – 
RCP4.5 2021–2050 689.30 −3.41 
2051–2080 704.17 −1.32 
RCP8.5 2021–2050 764.82 7.18 
2051–2080 731.27 2.48 
Time periodsMean annual R factor (MJ/mm/hectare/year)Change (%)
Baseline period 1989–2018 713.60 – 
RCP4.5 2021–2050 689.30 −3.41 
2051–2080 704.17 −1.32 
RCP8.5 2021–2050 764.82 7.18 
2051–2080 731.27 2.48 
Figure 7

Annual mean rainfall and R factor in RCP4.5 (a and b) (2021–2050), (c and d) (2051–2080), and under RCP8.5 (e and f) (2021–2050), (g and h) (2051–2080), respectively.

Figure 7

Annual mean rainfall and R factor in RCP4.5 (a and b) (2021–2050), (c and d) (2051–2080), and under RCP8.5 (e and f) (2021–2050), (g and h) (2051–2080), respectively.

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Estimated soil loss rate due to future climate change

The soil loss map in RCP4.5 and RCP8.5 was generated using ArcGIS. Under the RCP4.5 scenario, the annual loss of soil ranges from 0 to 931.61 tons/ha/year during 2021–2050 and from 0 to 954 tons/ha/year during 2051–2080 (Figure 8(a) and 8(b)). The annual average soil loss in the Sululta catchment may decrease by 0.14 tons/ha/year (−2.78%) in 2021–2050 and decrease by 0.04 tons/ha/year (−0.80%) in 2051–2080 under RCP4.5 from the baseline period (Table 2). The study by Zhang et al. (2012) showed the loss of soil reduced by −4% for the projected period. Similarly, the annual loss of soil varies from 0 to 1035.91 tons/ha/year during 2021–2050 and from 0 to 990.73 tons/ha/year under the RCP8.5 scenario (Figure 8(c) and 8(d)). In RCP8.5, the annual average loss of soil will increase by 0.39 tons/ha/year (7.75%) during 2021–2050 and by 0.15 tons/ha/year (2.98%) in the 2051–2080 future time period (Table 2). The results showed that predicted soil loss decreased in RCP4.5 from the baseline due to decreased precipitation and rainfall erosivity and increased in RCP8.5 due to increased rainfall and rainfall erosivity. The RCP8.5 scenario has a higher annual average rate of soil erosion due to increased rainfall erosivity.
Table 2

Change in mean annual soil loss under future climate change

Time periodsMean annual soil loss (tons/ha/year)Change (%)
Baseline period 1989–2018 5.03 – 
RCP4.5 2021–2050 4.89 −2.78 
2051–2080 4.99 −0.80 
RCP8.5 2021–2050 5.42 7.75 
2051–2080 5.18 2.98 
Time periodsMean annual soil loss (tons/ha/year)Change (%)
Baseline period 1989–2018 5.03 – 
RCP4.5 2021–2050 4.89 −2.78 
2051–2080 4.99 −0.80 
RCP8.5 2021–2050 5.42 7.75 
2051–2080 5.18 2.98 
Figure 8

Soil loss rate for RCP4.5 (a) (2021–2050), (b) (2051–2080), and for RCP8.5 (c) (2021–2050), (d) (2051–2080), and (e) baseline period.

Figure 8

Soil loss rate for RCP4.5 (a) (2021–2050), (b) (2051–2080), and for RCP8.5 (c) (2021–2050), (d) (2051–2080), and (e) baseline period.

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The Sululta catchment projected rate of soil erosion is below the global soil erosion rate and the projected erosion rate in Ethiopia in the future climate change scenario like that of Moges et al. (2020) and Girmay et al. (2021), which could be related to the choice of RCM and the deriving model (GCM), which affect rainfall and rainfall erosivity.

As illustrated in Figure 8, a large soil loss rate was observed in the eastern part of the Sululta catchment. Climate change-induced soil erosion can have an impact on the catchment's ecosystem. Recognizing soil loss response therefore allows for determining how the frequency of erosion of soil varies with changing climates, and this serves in selecting critical regions for adopting strategies for soil management. Improved cover management (C) and conservation practices (P) factors may decrease increasing soil erosion. To determine the C factor, various remote sensing methods can be considered, enhancing the analysis of the soil loss process (Almagro et al. 2019). According to Tian et al. (2021), the P factor improved by considering different water and soil protection techniques with a slope gradient of 15–35°. Therefore, the projected erosion of soil may be reduced by recommending appropriate land use practices and adopting soil conservation practices. To validate the model estimation result, it is important to obtain observed soil loss data and conduct field-level experiments.

The RUSLE and GIS methods were used to evaluate the present and projected effects of climate change on soil loss in the Sululta catchment. RUSLE factors, baseline, and future rainfall were used to estimate the soil loss. The catchment's average annual soil loss in the current time period was estimated to be 5.03 tons/ha/year. The mean annual R factor for the catchment could decrease by 3.41 and 1.31% in 2021–2050 and 2051–2080, respectively, under RCP4.5 when compared to the baseline period. Under RCP8.5, the mean annual erosivity showed an increase of 7.18 and 2.48% in 2021–2050 and 2051–2080, respectively. Under RCP4.5, the average annual soil loss could decrease by 2.78% in 2021–2050 and by 0.80% in 2051–2080. In RCP8.5, the catchment's mean annual soil loss will increase by 7.75% during 2021–2050 and by 2.98% in the 2051–2080 future time period. Under both time periods, the study revealed that mean annual soil loss increases in future periods compared to the baseline period under RCP8.5. According to the study, the eastern part of the catchment has a high erosion rate, which needs intervention to manage the soil loss. Projection studies of climate change scenarios may therefore assist in determining when and where to prioritize soil erosion protection measures. Future researchers should consider the impacts of changes in LULC on soil erosion in addition to climate change in the Sululta catchment.

I would like to express my gratitude to the Ministry of Water, Irrigation, and Electricity, as well as the National Meteorological Service Agency, for their assistance in obtaining the essential data. I thank the WCRP's Working Group on Regional Climate and Coupled Modeling, as well as CORDEXE's previous coordinating body and responsible panel for CMIP5. I also recognize the Earth System Grid Federation infrastructure, which is a global effort led by the US Department of Energy's Program for Climate Model Diagnosis and Intercomparison the European Network for Earth System Modelling.

No funding was received.

K.T. designed the research, collected the necessary data, analyzed it, and drafted the paper.

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

The authors declare there is no conflict.

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