SlideShare a Scribd company logo
1 of 5
Download to read offline
Soil Erosion
Soil erosion is a slow and naturally occurring process that affects all landforms. In the agricultural field, the
topsoil gets worn away by the natural forces of water and wind or due to farming activities such as tillage. The
average rates of soil erosion throughout the world are estimated to be around 12 to 15 tons per hectare per year
which is equivalent to annual loss of 0.90-0.95 mm of soil (FAO, 2015). Soil erosion involves three main
processes: soil detachment, movement, and deposition. Soil erosion reduces crop productivity and contributes
to pollution of waterbodies nearby through the deposition of topsoil. Soil compaction, low organic matter, loss
of soil structure, poor internal drainage, salinization and soil acidity problems are other serious soil degradation
conditions that can accelerate the soil erosion process.
Universal Soil Loss Equation (USLE)
The USLE was developed by Wischmeier and Smith in 1958 which was later modified by Renard et al. in 1994.
USLE is widely used for the study of soil erosion because of its simplicity, despite some extensive requirements
of data. However, most of the input data are freely available global datasets.
The Universal Soil Loss Equation (USLE) predicts the long-term average annual rate of erosion on a field slope
based on rainfall pattern, soil type, topography, crop system and management practices. USLE only predicts
the amount of soil loss that results from sheet or rill erosion on a single slope and does not account for
additional soil losses that might occur from gully, wind or tillage erosion. This erosion model was created for
use in selected cropping and management systems but is also applicable to non-agricultural conditions such as
construction sites. The USLE can be used to compare soil losses from a particular field with a specific crop
and management system to "tolerable soil loss" rates. Alternative management and crop systems may also be
evaluated to determine the adequacy of conservation measures in farm planning.
Five major factors are used to calculate the soil loss for a given site. Each factor is the numerical estimate of a
specific condition that affects the severity of soil erosion at a particular location. The erosion values reflected
by these factors can vary considerably due to varying weather conditions. Therefore, the values obtained from
the USLE more accurately represent long-term averages.
USLE is described by the following equation:
A = R x K x LS x C x P
Where, A is the average annual soil loss (tonsha-1 year-1), R is the rainfall erosivity (MJmmha-1 h-1 year), K is the
soil erodibility factor (tons ha-1 R unit-1), LS is the topographic factor (dimensionless), C is the cropping
management factors (dimensionless), and P is the practice support factor (dimensionless).
Methodology
1. Rainfall erosivity (R)
Rainfall erosivity is defined as the product of the total kinetic energy multiplied by the maximum 30 min rainfall
intensity (Wischmeier & Smith, 1978). The rainfall erosivity index based on mean annual EI30 is given by
equation:
R= EI30/100
Where, E is in MJ/haand I30 is in mm/h.
In several cases, countries have their specific empirical equations. For example, in Vietnam, Nguyen (1996)
suggested the following equation based on annual precipitation over 54 years from 253 meteorological stations
throughout the country.
R = 0.548257*P – 59.9
where, P is the yearly precipitation (mm).
The global Rainfall erosivity layer is available from the website https://esdac.jrc.ec.europa.eu/content/global-
rainfall-erosivity which has a spatial resolution of ~1 km. Similarly, the precipitation data can be obtained from
remotely sensed data such as WorldClim (https://www.worldclim.org/data/index.html) and CRU
(https://crudata.uea.ac.uk/cru/data/hrg/). The spatial resolution of the WorldClim and CRU data is ~1 km
and ~55 km respectively.
2. Soil erodibility (K)
Soil erodibility is the measure of the effect of soil properties and soil profile characteristics on soil loss. Many
variables influence the erodibility of the soil, such as particle size, organic content and structure, and percentage
of sand, silt and clay. K is the most challenging factor in USLE which requires substantial time, cost and
resources for detailed field surveys. Several countries have developed their own look-up table for the K values
of their dominant soil types.
If the K data is not available, remotely sensed data can be used to estimate the K value. The soil class maps can
be downloaded from SoilGrids (https://soilgrids.org/), having resolution of 250 m. With reference from FAO
Harmonized World Soil Database (FAO-HWSD) (https://webarchive.iiasa.ac.at/Research/LUC/External-
World-soil-database/HTML/), the percentage of silt, sand and clay, permeability, organic matter content and
structure for each soil class were obtained. Then, the soil erodibility factor was calculated using Renard et al.
(1997), which is expressed as follows:
K=2.1 X 10-4(12-a)M1.14+3.25(b-2)+2.5(c-3)/759
where, M = (silt%+very fine sand%)(100-clay%), a=organic matter%, b=structure code:(1) very structured or
particulate, (2) fairly structured, (3) slightly structured and (4) solid c = profile permeability code: (1) rapid, (2)
moderate to rapid, (3) moderate, (4) moderate to slow, (5) slow and (6) very slow.
Alternatively, K value can be estimated using FAO Harmonized World Soil Database and look up table from
Roose (1996), as shown in Table 11. The raster maps and database containing metadata of each soil class can
be downloaded in a GIS software. Once the soil classes are known, the values of the percentage of sand, silt
and clay as well as organic carbon, can be assigned. The percentages of soil texture and organic carbon material
are then looked up in the table provided by Roose (1996) containing the K values. The organic carbon is
converted into organic material using a conversion factor, taking reference from IPCC-AFOLU 2006 and is
expressed as:
OM= 1.72 X OC
where, OM is organic matter, OC is organic content obtained from FAO-HWSD
Table 1: Soil composition and mean erodibility values for different soil texture
3. Topographic factor (LS)
The topographic factor is the combination of slope length (L) and slope steepness (S). An increase in the slope
length causes increase in erosion due to the progressive accumulation of run-off in the downslope direction.
Similarly, increase in slope steepness increase soil erosion because of the increasing velocity of run-off. Many
studies estimated the topographic factor using the equation suggested by Moore & Wilson (1992) expressed as:
LS = (
As
22.13
)m
X (
sinβ
0.09
)n
Where, As is the upslope contributing area per unit width (m), β is the steepest slope angle (radian), and m and
n are slope length exponent and slope steepness exponent, respectively. The values of exponents range for m
= 0.2-0.6 and n = 1.0-1.3, where lower values are used for prevailing sheet flow and higher values for prevailing
rill flow. The values 22.13 m (72.6 ft.) and 0.09 rad (5.14°) are the length and slope of the standard USLE plot,
respectively.
Currently, GIS tools or functions are used to measure the LS in soil erosion studies using Digital Elevation
Model (DEM) and can be expressed as:
LS = (
FA∗cell size
22.13
)m
∗ (
sinβ∗0.01745
0.09
)n
Where, FA is flow accumulation, cell size is the size of the DEM data and slope angle is in percentage.
4. Cropping management factor (C)
C reflects the effect of cropping and management practices on soil erosion rates. Generally, the C-factor ranges
from 0 to 1, 0 indicating very strong cover effects and well-protected soil and 1 indicating no cover present or
barren land. C can be estimated using the Normalized Difference Vegetation Index (NDVI) from satellite
images or simply use the look-up tables associated with the landcover of the study area. Several reports and
literatures have values of C associated with different landcovers such as RUSLE handbook by Renard et al.
(1997), Land husbandry by Roose (1996) and USLE Fact Sheet
(http://www.omafra.gov.on.ca/english/engineer/facts/12-051.htm). Land use/landcover maps can be
downloaded from global datasets such as ESA CCI (https://www.esa-landcover-cci.org/), Sentinel-2 LULC
(https://www.arcgis.com/apps/instant/media/index.html?appid=fc92d38533d440078f17678ebc20e8e2) or
use the locally available land use/landcover maps. The average annual C-factor values for different crops and
land cover is shown in Table 12.
Table 12: C-factor values for the USLE ((Source: Wischmeier and Smith (1978), Roose (1977), Singh et al. (1981), El-Swaify et al. (1982), Hurni (1987),
Hashim and Wong (1988)) in Morgan (2005)
5. Support practice factor (P)
P factor is defined as the support or land management practice factor. The P factor adjusts the potential erosion
by water runoff by implementing the effects of contouring, strip cropping, and terraced contour farming
(Wischmeier & Smith, 1978). P value is assigned 1.0 if there is no erosion control solution. P is considered the
most uncertain value (Morgan & Nearing, 2011) due to difficulties in its estimation, such as the need for direct
observations at the specific land plot to determine the land use type and identify the specific farming system is
notably time intensive and costly. The P-factor values for different erosion control practices is shown in Table
13.
All the USLE factor maps can be prepared in GIS software and the Raster Calculator tool can be used to
produce the final soil loss map.
Alternatively, there is a global dataset of soil erosion having a resolution of 25 km produced by Joint Research
Center of the European Commission (JRC) (https://esdac.jrc.ec.europa.eu/content/global-soil-erosion) which
can be used to visualize the soil loss in 202 countries.
Table 2: P-factor values for the USLE (Wischmeier and Smith (1978), Roose (1977), Chan (1981a) in Morgan (2005)
The input data for estimating soil erosion is shown in the Table 14.
Table 3: Input data table for estimating the soil erosion
Variable Units Data Data Source Spatial
Resolution
Rainfall
erosivity (R)
MJmmha-
1hyear-1
Mean annual
precipitation
Global Rainfall Erosivity
(https://esdac.jrc.ec.europa.eu/content/global-rainfall-erosivity)
1km
Soil
erodibility
(K)
tonsha-
1hyear
Soil map Soil map (https://soilgrids.org/)
With reference of FAO Harmonized World Soil Database
(https://webarchive.iiasa.ac.at/Research/LUC/External-World-soil-
database/HTML/), the silt, sand, clay, permeability and structure
values for each soil class were obtained. Then, soil erodibility
factor was calculate using Renard et al. (1997) equation.
250 m
Topographi
c factor
(LS)
dimensionl
ess
Digital
elevation
model
SRTM (https://earthexplorer.usgs.gov/) 30 m
Cropping
managem
ent factor
(C)
dimensionl
ess
LULC map Land use/landcover from ESA CCI (https://www.esa-landcover-
cci.org/)
Sentinel-2 LULC
(https://www.arcgis.com/apps/instant/media/index.html?appid=f
c92d38533d440078f17678ebc20e8e2) or use the locally available
land use/landcover maps.
Values used from USDA (RUSLE Handbook, Renard et al. ,1997)
OMAFRA: USLE Fact Sheet
(http://www.omafra.gov.on.ca/english/engineer/facts/12-
051.htm )
Depends on
LULC map
resolution
Practice
support
factor (P)
dimensionl
ess
LULC map Land use/landcover from ESA CCI (https://www.esa-landcover-
cci.org/)
Sentinel-2 LULC
(https://www.arcgis.com/apps/instant/media/index.html?appid=f
c92d38533d440078f17678ebc20e8e2) or use the locally available
land use/landcover maps.
Values used from USDA (RUSLE Handbook, Renard et al. ,1997)
OMAFRA: USLE Fact Sheet
(http://www.omafra.gov.on.ca/english/engineer/facts/12-
051.htm )
Depends on
LULC map
resolution

More Related Content

What's hot

Scope of irrigation engg
Scope of irrigation enggScope of irrigation engg
Scope of irrigation enggAna Debbarma
 
Rule level & gate operation
Rule level & gate operationRule level & gate operation
Rule level & gate operationTushar Dholakia
 
Dimensionless analysis & Similarities
Dimensionless analysis & Similarities Dimensionless analysis & Similarities
Dimensionless analysis & Similarities sajan gohel
 
River characteristics.pptx
River characteristics.pptxRiver characteristics.pptx
River characteristics.pptxManamnoBeza1
 
HIDROLOGIA-INFILTRACION.pptx
HIDROLOGIA-INFILTRACION.pptxHIDROLOGIA-INFILTRACION.pptx
HIDROLOGIA-INFILTRACION.pptxJandry Zambrano
 
Unsaturated hydraulic conductivity of soil
Unsaturated hydraulic conductivity of soilUnsaturated hydraulic conductivity of soil
Unsaturated hydraulic conductivity of soilBappaDas37
 
Experimentación en Mecánica de Fluidos. Luis Sulbarán
Experimentación en Mecánica de Fluidos. Luis SulbaránExperimentación en Mecánica de Fluidos. Luis Sulbarán
Experimentación en Mecánica de Fluidos. Luis SulbaránLuis Sulbaran
 
150860106006 54 55_62
150860106006 54 55_62150860106006 54 55_62
150860106006 54 55_62Riya2001998
 
Manning equation limitation
Manning equation limitationManning equation limitation
Manning equation limitationRAMYAR SALIH
 
Ejercicios tema 8 RELACIÓN LLUVIA ESCURRIMIENTO
Ejercicios tema 8 RELACIÓN LLUVIA ESCURRIMIENTOEjercicios tema 8 RELACIÓN LLUVIA ESCURRIMIENTO
Ejercicios tema 8 RELACIÓN LLUVIA ESCURRIMIENTOMiguel Rosas
 
Flujo en canales abiertos (1)
Flujo en canales abiertos (1)Flujo en canales abiertos (1)
Flujo en canales abiertos (1)azereus
 
Water resources engineering
Water resources engineeringWater resources engineering
Water resources engineeringhusna004
 
Seminar on Hydrological modelling
Seminar on Hydrological modellingSeminar on Hydrological modelling
Seminar on Hydrological modellingvishvam Pancholi
 
Reservoir sedimentation causes and mitigation
Reservoir sedimentation causes and mitigationReservoir sedimentation causes and mitigation
Reservoir sedimentation causes and mitigationPramoda Raj
 
Synthetic unit hydrograph
Synthetic unit hydrographSynthetic unit hydrograph
Synthetic unit hydrographuzma shaikh
 

What's hot (20)

Scope of irrigation engg
Scope of irrigation enggScope of irrigation engg
Scope of irrigation engg
 
Rule level & gate operation
Rule level & gate operationRule level & gate operation
Rule level & gate operation
 
Dimensionless analysis & Similarities
Dimensionless analysis & Similarities Dimensionless analysis & Similarities
Dimensionless analysis & Similarities
 
Rainfall-Runoff Modelling
Rainfall-Runoff ModellingRainfall-Runoff Modelling
Rainfall-Runoff Modelling
 
River characteristics.pptx
River characteristics.pptxRiver characteristics.pptx
River characteristics.pptx
 
HIDROLOGIA-INFILTRACION.pptx
HIDROLOGIA-INFILTRACION.pptxHIDROLOGIA-INFILTRACION.pptx
HIDROLOGIA-INFILTRACION.pptx
 
Presentation aboout flood routing
Presentation aboout flood routingPresentation aboout flood routing
Presentation aboout flood routing
 
Unsaturated hydraulic conductivity of soil
Unsaturated hydraulic conductivity of soilUnsaturated hydraulic conductivity of soil
Unsaturated hydraulic conductivity of soil
 
Experimentación en Mecánica de Fluidos. Luis Sulbarán
Experimentación en Mecánica de Fluidos. Luis SulbaránExperimentación en Mecánica de Fluidos. Luis Sulbarán
Experimentación en Mecánica de Fluidos. Luis Sulbarán
 
Engineering Hydrology
Engineering HydrologyEngineering Hydrology
Engineering Hydrology
 
150860106006 54 55_62
150860106006 54 55_62150860106006 54 55_62
150860106006 54 55_62
 
Hec ras
Hec rasHec ras
Hec ras
 
Manning equation limitation
Manning equation limitationManning equation limitation
Manning equation limitation
 
Ejercicios tema 8 RELACIÓN LLUVIA ESCURRIMIENTO
Ejercicios tema 8 RELACIÓN LLUVIA ESCURRIMIENTOEjercicios tema 8 RELACIÓN LLUVIA ESCURRIMIENTO
Ejercicios tema 8 RELACIÓN LLUVIA ESCURRIMIENTO
 
Flujo en canales abiertos (1)
Flujo en canales abiertos (1)Flujo en canales abiertos (1)
Flujo en canales abiertos (1)
 
Water resources engineering
Water resources engineeringWater resources engineering
Water resources engineering
 
Surface runoff
Surface runoffSurface runoff
Surface runoff
 
Seminar on Hydrological modelling
Seminar on Hydrological modellingSeminar on Hydrological modelling
Seminar on Hydrological modelling
 
Reservoir sedimentation causes and mitigation
Reservoir sedimentation causes and mitigationReservoir sedimentation causes and mitigation
Reservoir sedimentation causes and mitigation
 
Synthetic unit hydrograph
Synthetic unit hydrographSynthetic unit hydrograph
Synthetic unit hydrograph
 

Similar to 05Soil_Erosion.pdf

Estimation Of Soil Erosion In Andhale Watershed Using USLE And GIS
Estimation Of Soil Erosion In Andhale Watershed Using USLE And GISEstimation Of Soil Erosion In Andhale Watershed Using USLE And GIS
Estimation Of Soil Erosion In Andhale Watershed Using USLE And GISIRJET Journal
 
ESTIMATION OF SOIL LOSS (USLE).pptx
ESTIMATION OF SOIL LOSS (USLE).pptxESTIMATION OF SOIL LOSS (USLE).pptx
ESTIMATION OF SOIL LOSS (USLE).pptxsushreepratikshya
 
soil erosion modelling by RUSLE
soil erosion modelling by RUSLEsoil erosion modelling by RUSLE
soil erosion modelling by RUSLEkaushal gadariya
 
A review of the Application of the Revised Universal Soil Loss Equation for e...
A review of the Application of the Revised Universal Soil Loss Equation for e...A review of the Application of the Revised Universal Soil Loss Equation for e...
A review of the Application of the Revised Universal Soil Loss Equation for e...IRJET Journal
 
Dynamic Erosion Model and Monitoring System (DEMIS)
Dynamic Erosion Model and Monitoring System (DEMIS)Dynamic Erosion Model and Monitoring System (DEMIS)
Dynamic Erosion Model and Monitoring System (DEMIS)ExternalEvents
 
Assessment Of Desertification In Semi-Arid Mediterranean Environments The Ca...
Assessment Of Desertification In Semi-Arid Mediterranean Environments  The Ca...Assessment Of Desertification In Semi-Arid Mediterranean Environments  The Ca...
Assessment Of Desertification In Semi-Arid Mediterranean Environments The Ca...Karla Adamson
 
2. VULNERABILITY ASSESSMENT OF SOIL EROSION USING GEOSPATIAL TECHNIQUES
2. VULNERABILITY ASSESSMENT OF SOIL EROSION USING GEOSPATIAL TECHNIQUES2. VULNERABILITY ASSESSMENT OF SOIL EROSION USING GEOSPATIAL TECHNIQUES
2. VULNERABILITY ASSESSMENT OF SOIL EROSION USING GEOSPATIAL TECHNIQUESDr. Ravinder Jangra
 
Soil Erosion Risk Assessment Using GIS Based USLE Model for Soil and Water Co...
Soil Erosion Risk Assessment Using GIS Based USLE Model for Soil and Water Co...Soil Erosion Risk Assessment Using GIS Based USLE Model for Soil and Water Co...
Soil Erosion Risk Assessment Using GIS Based USLE Model for Soil and Water Co...Agriculture Journal IJOEAR
 
Universal soil loss equation
Universal soil loss equationUniversal soil loss equation
Universal soil loss equationSUSHMA TAMTA
 
Methodology of Assessment Vulnerability of Soil Cover in Slovakia
Methodology of Assessment Vulnerability of Soil Cover in SlovakiaMethodology of Assessment Vulnerability of Soil Cover in Slovakia
Methodology of Assessment Vulnerability of Soil Cover in SlovakiaIJRES Journal
 
Universal Soil Loss Equation.pptx
Universal Soil Loss Equation.pptxUniversal Soil Loss Equation.pptx
Universal Soil Loss Equation.pptxAjay Singh Lodhi
 
Soil Erosion for Vishwamitri River watershed using RS and GIS
Soil Erosion for Vishwamitri River watershed using RS and GISSoil Erosion for Vishwamitri River watershed using RS and GIS
Soil Erosion for Vishwamitri River watershed using RS and GISvishvam Pancholi
 
A geographic information system based soil loss and sediment estimation in ge...
A geographic information system based soil loss and sediment estimation in ge...A geographic information system based soil loss and sediment estimation in ge...
A geographic information system based soil loss and sediment estimation in ge...Alexander Decker
 
A geographic information system based soil loss and sediment estimation in ge...
A geographic information system based soil loss and sediment estimation in ge...A geographic information system based soil loss and sediment estimation in ge...
A geographic information system based soil loss and sediment estimation in ge...Alexander Decker
 
Protection of soil from the loss of organic carbon by taking into account ero...
Protection of soil from the loss of organic carbon by taking into account ero...Protection of soil from the loss of organic carbon by taking into account ero...
Protection of soil from the loss of organic carbon by taking into account ero...ExternalEvents
 

Similar to 05Soil_Erosion.pdf (20)

USLE
USLEUSLE
USLE
 
Estimation Of Soil Erosion In Andhale Watershed Using USLE And GIS
Estimation Of Soil Erosion In Andhale Watershed Using USLE And GISEstimation Of Soil Erosion In Andhale Watershed Using USLE And GIS
Estimation Of Soil Erosion In Andhale Watershed Using USLE And GIS
 
Soil Loss_GeoDev.pdf
Soil Loss_GeoDev.pdfSoil Loss_GeoDev.pdf
Soil Loss_GeoDev.pdf
 
ESTIMATION OF SOIL LOSS (USLE).pptx
ESTIMATION OF SOIL LOSS (USLE).pptxESTIMATION OF SOIL LOSS (USLE).pptx
ESTIMATION OF SOIL LOSS (USLE).pptx
 
soil erosion modelling by RUSLE
soil erosion modelling by RUSLEsoil erosion modelling by RUSLE
soil erosion modelling by RUSLE
 
A review of the Application of the Revised Universal Soil Loss Equation for e...
A review of the Application of the Revised Universal Soil Loss Equation for e...A review of the Application of the Revised Universal Soil Loss Equation for e...
A review of the Application of the Revised Universal Soil Loss Equation for e...
 
Dynamic Erosion Model and Monitoring System (DEMIS)
Dynamic Erosion Model and Monitoring System (DEMIS)Dynamic Erosion Model and Monitoring System (DEMIS)
Dynamic Erosion Model and Monitoring System (DEMIS)
 
Assessment Of Desertification In Semi-Arid Mediterranean Environments The Ca...
Assessment Of Desertification In Semi-Arid Mediterranean Environments  The Ca...Assessment Of Desertification In Semi-Arid Mediterranean Environments  The Ca...
Assessment Of Desertification In Semi-Arid Mediterranean Environments The Ca...
 
2. VULNERABILITY ASSESSMENT OF SOIL EROSION USING GEOSPATIAL TECHNIQUES
2. VULNERABILITY ASSESSMENT OF SOIL EROSION USING GEOSPATIAL TECHNIQUES2. VULNERABILITY ASSESSMENT OF SOIL EROSION USING GEOSPATIAL TECHNIQUES
2. VULNERABILITY ASSESSMENT OF SOIL EROSION USING GEOSPATIAL TECHNIQUES
 
Soil erosion
Soil erosionSoil erosion
Soil erosion
 
Soil Erosion Risk Assessment Using GIS Based USLE Model for Soil and Water Co...
Soil Erosion Risk Assessment Using GIS Based USLE Model for Soil and Water Co...Soil Erosion Risk Assessment Using GIS Based USLE Model for Soil and Water Co...
Soil Erosion Risk Assessment Using GIS Based USLE Model for Soil and Water Co...
 
Universal soil loss equation
Universal soil loss equationUniversal soil loss equation
Universal soil loss equation
 
Methodology of Assessment Vulnerability of Soil Cover in Slovakia
Methodology of Assessment Vulnerability of Soil Cover in SlovakiaMethodology of Assessment Vulnerability of Soil Cover in Slovakia
Methodology of Assessment Vulnerability of Soil Cover in Slovakia
 
Universal Soil Loss Equation.pptx
Universal Soil Loss Equation.pptxUniversal Soil Loss Equation.pptx
Universal Soil Loss Equation.pptx
 
10. aneesha rahman and madha suresh
10. aneesha rahman and madha suresh10. aneesha rahman and madha suresh
10. aneesha rahman and madha suresh
 
Soil Erosion for Vishwamitri River watershed using RS and GIS
Soil Erosion for Vishwamitri River watershed using RS and GISSoil Erosion for Vishwamitri River watershed using RS and GIS
Soil Erosion for Vishwamitri River watershed using RS and GIS
 
A geographic information system based soil loss and sediment estimation in ge...
A geographic information system based soil loss and sediment estimation in ge...A geographic information system based soil loss and sediment estimation in ge...
A geographic information system based soil loss and sediment estimation in ge...
 
A geographic information system based soil loss and sediment estimation in ge...
A geographic information system based soil loss and sediment estimation in ge...A geographic information system based soil loss and sediment estimation in ge...
A geographic information system based soil loss and sediment estimation in ge...
 
02Degraded Land Areas.pdf
02Degraded Land Areas.pdf02Degraded Land Areas.pdf
02Degraded Land Areas.pdf
 
Protection of soil from the loss of organic carbon by taking into account ero...
Protection of soil from the loss of organic carbon by taking into account ero...Protection of soil from the loss of organic carbon by taking into account ero...
Protection of soil from the loss of organic carbon by taking into account ero...
 

More from AnishRatnaShakya

08Belowground_Carbon_Stock.pdf
08Belowground_Carbon_Stock.pdf08Belowground_Carbon_Stock.pdf
08Belowground_Carbon_Stock.pdfAnishRatnaShakya
 
11Greenhouse_Gas__Emission.pdf
11Greenhouse_Gas__Emission.pdf11Greenhouse_Gas__Emission.pdf
11Greenhouse_Gas__Emission.pdfAnishRatnaShakya
 
11Protected_Forest_Area.pdf
11Protected_Forest_Area.pdf11Protected_Forest_Area.pdf
11Protected_Forest_Area.pdfAnishRatnaShakya
 
07Aboveground_Carbon_Stock.pdf
07Aboveground_Carbon_Stock.pdf07Aboveground_Carbon_Stock.pdf
07Aboveground_Carbon_Stock.pdfAnishRatnaShakya
 
01Agricultural_Production.pdf
01Agricultural_Production.pdf01Agricultural_Production.pdf
01Agricultural_Production.pdfAnishRatnaShakya
 

More from AnishRatnaShakya (8)

08Belowground_Carbon_Stock.pdf
08Belowground_Carbon_Stock.pdf08Belowground_Carbon_Stock.pdf
08Belowground_Carbon_Stock.pdf
 
11Greenhouse_Gas__Emission.pdf
11Greenhouse_Gas__Emission.pdf11Greenhouse_Gas__Emission.pdf
11Greenhouse_Gas__Emission.pdf
 
11Protected_Forest_Area.pdf
11Protected_Forest_Area.pdf11Protected_Forest_Area.pdf
11Protected_Forest_Area.pdf
 
06Surface_Runoff.pdf
06Surface_Runoff.pdf06Surface_Runoff.pdf
06Surface_Runoff.pdf
 
04Drought_Prone_Area.pdf
04Drought_Prone_Area.pdf04Drought_Prone_Area.pdf
04Drought_Prone_Area.pdf
 
07Aboveground_Carbon_Stock.pdf
07Aboveground_Carbon_Stock.pdf07Aboveground_Carbon_Stock.pdf
07Aboveground_Carbon_Stock.pdf
 
03Flood_Prone_Area.pdf
03Flood_Prone_Area.pdf03Flood_Prone_Area.pdf
03Flood_Prone_Area.pdf
 
01Agricultural_Production.pdf
01Agricultural_Production.pdf01Agricultural_Production.pdf
01Agricultural_Production.pdf
 

Recently uploaded

VIP Call Girls Service Bandlaguda Hyderabad Call +91-8250192130
VIP Call Girls Service Bandlaguda Hyderabad Call +91-8250192130VIP Call Girls Service Bandlaguda Hyderabad Call +91-8250192130
VIP Call Girls Service Bandlaguda Hyderabad Call +91-8250192130Suhani Kapoor
 
Spiders by Slidesgo - an introduction to arachnids
Spiders by Slidesgo - an introduction to arachnidsSpiders by Slidesgo - an introduction to arachnids
Spiders by Slidesgo - an introduction to arachnidsprasan26
 
VIP Call Girls Service Chaitanyapuri Hyderabad Call +91-8250192130
VIP Call Girls Service Chaitanyapuri Hyderabad Call +91-8250192130VIP Call Girls Service Chaitanyapuri Hyderabad Call +91-8250192130
VIP Call Girls Service Chaitanyapuri Hyderabad Call +91-8250192130Suhani Kapoor
 
Horizon Net Zero Dawn – keynote slides by Ben Abraham
Horizon Net Zero Dawn – keynote slides by Ben AbrahamHorizon Net Zero Dawn – keynote slides by Ben Abraham
Horizon Net Zero Dawn – keynote slides by Ben Abrahamssuserbb03ff
 
(ANAYA) Call Girls Hadapsar ( 7001035870 ) HI-Fi Pune Escorts Service
(ANAYA) Call Girls Hadapsar ( 7001035870 ) HI-Fi Pune Escorts Service(ANAYA) Call Girls Hadapsar ( 7001035870 ) HI-Fi Pune Escorts Service
(ANAYA) Call Girls Hadapsar ( 7001035870 ) HI-Fi Pune Escorts Serviceranjana rawat
 
VIP Call Girls Ramanthapur ( Hyderabad ) Phone 8250192130 | ₹5k To 25k With R...
VIP Call Girls Ramanthapur ( Hyderabad ) Phone 8250192130 | ₹5k To 25k With R...VIP Call Girls Ramanthapur ( Hyderabad ) Phone 8250192130 | ₹5k To 25k With R...
VIP Call Girls Ramanthapur ( Hyderabad ) Phone 8250192130 | ₹5k To 25k With R...Suhani Kapoor
 
Low Rate Call Girls Bikaner Anika 8250192130 Independent Escort Service Bikaner
Low Rate Call Girls Bikaner Anika 8250192130 Independent Escort Service BikanerLow Rate Call Girls Bikaner Anika 8250192130 Independent Escort Service Bikaner
Low Rate Call Girls Bikaner Anika 8250192130 Independent Escort Service BikanerSuhani Kapoor
 
(ZARA) Call Girls Talegaon Dabhade ( 7001035870 ) HI-Fi Pune Escorts Service
(ZARA) Call Girls Talegaon Dabhade ( 7001035870 ) HI-Fi Pune Escorts Service(ZARA) Call Girls Talegaon Dabhade ( 7001035870 ) HI-Fi Pune Escorts Service
(ZARA) Call Girls Talegaon Dabhade ( 7001035870 ) HI-Fi Pune Escorts Serviceranjana rawat
 
Low Rate Call Girls Nashik Lavanya 7001305949 Independent Escort Service Nashik
Low Rate Call Girls Nashik Lavanya 7001305949 Independent Escort Service NashikLow Rate Call Girls Nashik Lavanya 7001305949 Independent Escort Service Nashik
Low Rate Call Girls Nashik Lavanya 7001305949 Independent Escort Service NashikCall Girls in Nagpur High Profile
 
Call Girls In Faridabad(Ballabgarh) Book ☎ 8168257667, @4999
Call Girls In Faridabad(Ballabgarh) Book ☎ 8168257667, @4999Call Girls In Faridabad(Ballabgarh) Book ☎ 8168257667, @4999
Call Girls In Faridabad(Ballabgarh) Book ☎ 8168257667, @4999Tina Ji
 
ENVIRONMENTAL LAW ppt on laws of environmental law
ENVIRONMENTAL LAW ppt on laws of environmental lawENVIRONMENTAL LAW ppt on laws of environmental law
ENVIRONMENTAL LAW ppt on laws of environmental lawnitinraj1000000
 
NO1 Famous Kala Jadu specialist Expert in Pakistan kala ilam specialist Exper...
NO1 Famous Kala Jadu specialist Expert in Pakistan kala ilam specialist Exper...NO1 Famous Kala Jadu specialist Expert in Pakistan kala ilam specialist Exper...
NO1 Famous Kala Jadu specialist Expert in Pakistan kala ilam specialist Exper...Amil baba
 
(NANDITA) Hadapsar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune ...
(NANDITA) Hadapsar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune ...(NANDITA) Hadapsar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune ...
(NANDITA) Hadapsar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune ...ranjana rawat
 
(DIYA) Call Girls Sinhagad Road ( 7001035870 ) HI-Fi Pune Escorts Service
(DIYA) Call Girls Sinhagad Road ( 7001035870 ) HI-Fi Pune Escorts Service(DIYA) Call Girls Sinhagad Road ( 7001035870 ) HI-Fi Pune Escorts Service
(DIYA) Call Girls Sinhagad Road ( 7001035870 ) HI-Fi Pune Escorts Serviceranjana rawat
 
VIP Call Girls Mahadevpur Colony ( Hyderabad ) Phone 8250192130 | ₹5k To 25k ...
VIP Call Girls Mahadevpur Colony ( Hyderabad ) Phone 8250192130 | ₹5k To 25k ...VIP Call Girls Mahadevpur Colony ( Hyderabad ) Phone 8250192130 | ₹5k To 25k ...
VIP Call Girls Mahadevpur Colony ( Hyderabad ) Phone 8250192130 | ₹5k To 25k ...Suhani Kapoor
 
Call Girls in Nagpur Bhavna Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Bhavna Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur Bhavna Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Bhavna Call 7001035870 Meet With Nagpur Escortsranjana rawat
 

Recently uploaded (20)

VIP Call Girls Service Bandlaguda Hyderabad Call +91-8250192130
VIP Call Girls Service Bandlaguda Hyderabad Call +91-8250192130VIP Call Girls Service Bandlaguda Hyderabad Call +91-8250192130
VIP Call Girls Service Bandlaguda Hyderabad Call +91-8250192130
 
Spiders by Slidesgo - an introduction to arachnids
Spiders by Slidesgo - an introduction to arachnidsSpiders by Slidesgo - an introduction to arachnids
Spiders by Slidesgo - an introduction to arachnids
 
VIP Call Girls Service Chaitanyapuri Hyderabad Call +91-8250192130
VIP Call Girls Service Chaitanyapuri Hyderabad Call +91-8250192130VIP Call Girls Service Chaitanyapuri Hyderabad Call +91-8250192130
VIP Call Girls Service Chaitanyapuri Hyderabad Call +91-8250192130
 
Horizon Net Zero Dawn – keynote slides by Ben Abraham
Horizon Net Zero Dawn – keynote slides by Ben AbrahamHorizon Net Zero Dawn – keynote slides by Ben Abraham
Horizon Net Zero Dawn – keynote slides by Ben Abraham
 
(ANAYA) Call Girls Hadapsar ( 7001035870 ) HI-Fi Pune Escorts Service
(ANAYA) Call Girls Hadapsar ( 7001035870 ) HI-Fi Pune Escorts Service(ANAYA) Call Girls Hadapsar ( 7001035870 ) HI-Fi Pune Escorts Service
(ANAYA) Call Girls Hadapsar ( 7001035870 ) HI-Fi Pune Escorts Service
 
VIP Call Girls Ramanthapur ( Hyderabad ) Phone 8250192130 | ₹5k To 25k With R...
VIP Call Girls Ramanthapur ( Hyderabad ) Phone 8250192130 | ₹5k To 25k With R...VIP Call Girls Ramanthapur ( Hyderabad ) Phone 8250192130 | ₹5k To 25k With R...
VIP Call Girls Ramanthapur ( Hyderabad ) Phone 8250192130 | ₹5k To 25k With R...
 
Low Rate Call Girls Bikaner Anika 8250192130 Independent Escort Service Bikaner
Low Rate Call Girls Bikaner Anika 8250192130 Independent Escort Service BikanerLow Rate Call Girls Bikaner Anika 8250192130 Independent Escort Service Bikaner
Low Rate Call Girls Bikaner Anika 8250192130 Independent Escort Service Bikaner
 
Call Girls In Yamuna Vihar꧁❤ 🔝 9953056974🔝❤꧂ Escort ServiCe
Call Girls In Yamuna Vihar꧁❤ 🔝 9953056974🔝❤꧂ Escort ServiCeCall Girls In Yamuna Vihar꧁❤ 🔝 9953056974🔝❤꧂ Escort ServiCe
Call Girls In Yamuna Vihar꧁❤ 🔝 9953056974🔝❤꧂ Escort ServiCe
 
(ZARA) Call Girls Talegaon Dabhade ( 7001035870 ) HI-Fi Pune Escorts Service
(ZARA) Call Girls Talegaon Dabhade ( 7001035870 ) HI-Fi Pune Escorts Service(ZARA) Call Girls Talegaon Dabhade ( 7001035870 ) HI-Fi Pune Escorts Service
(ZARA) Call Girls Talegaon Dabhade ( 7001035870 ) HI-Fi Pune Escorts Service
 
Low Rate Call Girls Nashik Lavanya 7001305949 Independent Escort Service Nashik
Low Rate Call Girls Nashik Lavanya 7001305949 Independent Escort Service NashikLow Rate Call Girls Nashik Lavanya 7001305949 Independent Escort Service Nashik
Low Rate Call Girls Nashik Lavanya 7001305949 Independent Escort Service Nashik
 
Call Girls In Faridabad(Ballabgarh) Book ☎ 8168257667, @4999
Call Girls In Faridabad(Ballabgarh) Book ☎ 8168257667, @4999Call Girls In Faridabad(Ballabgarh) Book ☎ 8168257667, @4999
Call Girls In Faridabad(Ballabgarh) Book ☎ 8168257667, @4999
 
ENVIRONMENTAL LAW ppt on laws of environmental law
ENVIRONMENTAL LAW ppt on laws of environmental lawENVIRONMENTAL LAW ppt on laws of environmental law
ENVIRONMENTAL LAW ppt on laws of environmental law
 
NO1 Famous Kala Jadu specialist Expert in Pakistan kala ilam specialist Exper...
NO1 Famous Kala Jadu specialist Expert in Pakistan kala ilam specialist Exper...NO1 Famous Kala Jadu specialist Expert in Pakistan kala ilam specialist Exper...
NO1 Famous Kala Jadu specialist Expert in Pakistan kala ilam specialist Exper...
 
E Waste Management
E Waste ManagementE Waste Management
E Waste Management
 
Model Call Girl in Rajiv Chowk Delhi reach out to us at 🔝9953056974🔝
Model Call Girl in Rajiv Chowk Delhi reach out to us at 🔝9953056974🔝Model Call Girl in Rajiv Chowk Delhi reach out to us at 🔝9953056974🔝
Model Call Girl in Rajiv Chowk Delhi reach out to us at 🔝9953056974🔝
 
(NANDITA) Hadapsar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune ...
(NANDITA) Hadapsar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune ...(NANDITA) Hadapsar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune ...
(NANDITA) Hadapsar Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune ...
 
(DIYA) Call Girls Sinhagad Road ( 7001035870 ) HI-Fi Pune Escorts Service
(DIYA) Call Girls Sinhagad Road ( 7001035870 ) HI-Fi Pune Escorts Service(DIYA) Call Girls Sinhagad Road ( 7001035870 ) HI-Fi Pune Escorts Service
(DIYA) Call Girls Sinhagad Road ( 7001035870 ) HI-Fi Pune Escorts Service
 
Call Girls In Delhi 9953056974 (Low Price) Escort Service Pushp Vihar
Call Girls In Delhi 9953056974 (Low Price) Escort Service Pushp ViharCall Girls In Delhi 9953056974 (Low Price) Escort Service Pushp Vihar
Call Girls In Delhi 9953056974 (Low Price) Escort Service Pushp Vihar
 
VIP Call Girls Mahadevpur Colony ( Hyderabad ) Phone 8250192130 | ₹5k To 25k ...
VIP Call Girls Mahadevpur Colony ( Hyderabad ) Phone 8250192130 | ₹5k To 25k ...VIP Call Girls Mahadevpur Colony ( Hyderabad ) Phone 8250192130 | ₹5k To 25k ...
VIP Call Girls Mahadevpur Colony ( Hyderabad ) Phone 8250192130 | ₹5k To 25k ...
 
Call Girls in Nagpur Bhavna Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Bhavna Call 7001035870 Meet With Nagpur EscortsCall Girls in Nagpur Bhavna Call 7001035870 Meet With Nagpur Escorts
Call Girls in Nagpur Bhavna Call 7001035870 Meet With Nagpur Escorts
 

05Soil_Erosion.pdf

  • 1. Soil Erosion Soil erosion is a slow and naturally occurring process that affects all landforms. In the agricultural field, the topsoil gets worn away by the natural forces of water and wind or due to farming activities such as tillage. The average rates of soil erosion throughout the world are estimated to be around 12 to 15 tons per hectare per year which is equivalent to annual loss of 0.90-0.95 mm of soil (FAO, 2015). Soil erosion involves three main processes: soil detachment, movement, and deposition. Soil erosion reduces crop productivity and contributes to pollution of waterbodies nearby through the deposition of topsoil. Soil compaction, low organic matter, loss of soil structure, poor internal drainage, salinization and soil acidity problems are other serious soil degradation conditions that can accelerate the soil erosion process. Universal Soil Loss Equation (USLE) The USLE was developed by Wischmeier and Smith in 1958 which was later modified by Renard et al. in 1994. USLE is widely used for the study of soil erosion because of its simplicity, despite some extensive requirements of data. However, most of the input data are freely available global datasets. The Universal Soil Loss Equation (USLE) predicts the long-term average annual rate of erosion on a field slope based on rainfall pattern, soil type, topography, crop system and management practices. USLE only predicts the amount of soil loss that results from sheet or rill erosion on a single slope and does not account for additional soil losses that might occur from gully, wind or tillage erosion. This erosion model was created for use in selected cropping and management systems but is also applicable to non-agricultural conditions such as construction sites. The USLE can be used to compare soil losses from a particular field with a specific crop and management system to "tolerable soil loss" rates. Alternative management and crop systems may also be evaluated to determine the adequacy of conservation measures in farm planning. Five major factors are used to calculate the soil loss for a given site. Each factor is the numerical estimate of a specific condition that affects the severity of soil erosion at a particular location. The erosion values reflected by these factors can vary considerably due to varying weather conditions. Therefore, the values obtained from the USLE more accurately represent long-term averages. USLE is described by the following equation: A = R x K x LS x C x P Where, A is the average annual soil loss (tonsha-1 year-1), R is the rainfall erosivity (MJmmha-1 h-1 year), K is the soil erodibility factor (tons ha-1 R unit-1), LS is the topographic factor (dimensionless), C is the cropping management factors (dimensionless), and P is the practice support factor (dimensionless). Methodology 1. Rainfall erosivity (R) Rainfall erosivity is defined as the product of the total kinetic energy multiplied by the maximum 30 min rainfall intensity (Wischmeier & Smith, 1978). The rainfall erosivity index based on mean annual EI30 is given by equation: R= EI30/100 Where, E is in MJ/haand I30 is in mm/h. In several cases, countries have their specific empirical equations. For example, in Vietnam, Nguyen (1996) suggested the following equation based on annual precipitation over 54 years from 253 meteorological stations throughout the country.
  • 2. R = 0.548257*P – 59.9 where, P is the yearly precipitation (mm). The global Rainfall erosivity layer is available from the website https://esdac.jrc.ec.europa.eu/content/global- rainfall-erosivity which has a spatial resolution of ~1 km. Similarly, the precipitation data can be obtained from remotely sensed data such as WorldClim (https://www.worldclim.org/data/index.html) and CRU (https://crudata.uea.ac.uk/cru/data/hrg/). The spatial resolution of the WorldClim and CRU data is ~1 km and ~55 km respectively. 2. Soil erodibility (K) Soil erodibility is the measure of the effect of soil properties and soil profile characteristics on soil loss. Many variables influence the erodibility of the soil, such as particle size, organic content and structure, and percentage of sand, silt and clay. K is the most challenging factor in USLE which requires substantial time, cost and resources for detailed field surveys. Several countries have developed their own look-up table for the K values of their dominant soil types. If the K data is not available, remotely sensed data can be used to estimate the K value. The soil class maps can be downloaded from SoilGrids (https://soilgrids.org/), having resolution of 250 m. With reference from FAO Harmonized World Soil Database (FAO-HWSD) (https://webarchive.iiasa.ac.at/Research/LUC/External- World-soil-database/HTML/), the percentage of silt, sand and clay, permeability, organic matter content and structure for each soil class were obtained. Then, the soil erodibility factor was calculated using Renard et al. (1997), which is expressed as follows: K=2.1 X 10-4(12-a)M1.14+3.25(b-2)+2.5(c-3)/759 where, M = (silt%+very fine sand%)(100-clay%), a=organic matter%, b=structure code:(1) very structured or particulate, (2) fairly structured, (3) slightly structured and (4) solid c = profile permeability code: (1) rapid, (2) moderate to rapid, (3) moderate, (4) moderate to slow, (5) slow and (6) very slow. Alternatively, K value can be estimated using FAO Harmonized World Soil Database and look up table from Roose (1996), as shown in Table 11. The raster maps and database containing metadata of each soil class can be downloaded in a GIS software. Once the soil classes are known, the values of the percentage of sand, silt and clay as well as organic carbon, can be assigned. The percentages of soil texture and organic carbon material are then looked up in the table provided by Roose (1996) containing the K values. The organic carbon is converted into organic material using a conversion factor, taking reference from IPCC-AFOLU 2006 and is expressed as: OM= 1.72 X OC where, OM is organic matter, OC is organic content obtained from FAO-HWSD
  • 3. Table 1: Soil composition and mean erodibility values for different soil texture 3. Topographic factor (LS) The topographic factor is the combination of slope length (L) and slope steepness (S). An increase in the slope length causes increase in erosion due to the progressive accumulation of run-off in the downslope direction. Similarly, increase in slope steepness increase soil erosion because of the increasing velocity of run-off. Many studies estimated the topographic factor using the equation suggested by Moore & Wilson (1992) expressed as: LS = ( As 22.13 )m X ( sinβ 0.09 )n Where, As is the upslope contributing area per unit width (m), β is the steepest slope angle (radian), and m and n are slope length exponent and slope steepness exponent, respectively. The values of exponents range for m = 0.2-0.6 and n = 1.0-1.3, where lower values are used for prevailing sheet flow and higher values for prevailing rill flow. The values 22.13 m (72.6 ft.) and 0.09 rad (5.14°) are the length and slope of the standard USLE plot, respectively. Currently, GIS tools or functions are used to measure the LS in soil erosion studies using Digital Elevation Model (DEM) and can be expressed as: LS = ( FA∗cell size 22.13 )m ∗ ( sinβ∗0.01745 0.09 )n Where, FA is flow accumulation, cell size is the size of the DEM data and slope angle is in percentage. 4. Cropping management factor (C)
  • 4. C reflects the effect of cropping and management practices on soil erosion rates. Generally, the C-factor ranges from 0 to 1, 0 indicating very strong cover effects and well-protected soil and 1 indicating no cover present or barren land. C can be estimated using the Normalized Difference Vegetation Index (NDVI) from satellite images or simply use the look-up tables associated with the landcover of the study area. Several reports and literatures have values of C associated with different landcovers such as RUSLE handbook by Renard et al. (1997), Land husbandry by Roose (1996) and USLE Fact Sheet (http://www.omafra.gov.on.ca/english/engineer/facts/12-051.htm). Land use/landcover maps can be downloaded from global datasets such as ESA CCI (https://www.esa-landcover-cci.org/), Sentinel-2 LULC (https://www.arcgis.com/apps/instant/media/index.html?appid=fc92d38533d440078f17678ebc20e8e2) or use the locally available land use/landcover maps. The average annual C-factor values for different crops and land cover is shown in Table 12. Table 12: C-factor values for the USLE ((Source: Wischmeier and Smith (1978), Roose (1977), Singh et al. (1981), El-Swaify et al. (1982), Hurni (1987), Hashim and Wong (1988)) in Morgan (2005) 5. Support practice factor (P) P factor is defined as the support or land management practice factor. The P factor adjusts the potential erosion by water runoff by implementing the effects of contouring, strip cropping, and terraced contour farming (Wischmeier & Smith, 1978). P value is assigned 1.0 if there is no erosion control solution. P is considered the most uncertain value (Morgan & Nearing, 2011) due to difficulties in its estimation, such as the need for direct observations at the specific land plot to determine the land use type and identify the specific farming system is notably time intensive and costly. The P-factor values for different erosion control practices is shown in Table 13.
  • 5. All the USLE factor maps can be prepared in GIS software and the Raster Calculator tool can be used to produce the final soil loss map. Alternatively, there is a global dataset of soil erosion having a resolution of 25 km produced by Joint Research Center of the European Commission (JRC) (https://esdac.jrc.ec.europa.eu/content/global-soil-erosion) which can be used to visualize the soil loss in 202 countries. Table 2: P-factor values for the USLE (Wischmeier and Smith (1978), Roose (1977), Chan (1981a) in Morgan (2005) The input data for estimating soil erosion is shown in the Table 14. Table 3: Input data table for estimating the soil erosion Variable Units Data Data Source Spatial Resolution Rainfall erosivity (R) MJmmha- 1hyear-1 Mean annual precipitation Global Rainfall Erosivity (https://esdac.jrc.ec.europa.eu/content/global-rainfall-erosivity) 1km Soil erodibility (K) tonsha- 1hyear Soil map Soil map (https://soilgrids.org/) With reference of FAO Harmonized World Soil Database (https://webarchive.iiasa.ac.at/Research/LUC/External-World-soil- database/HTML/), the silt, sand, clay, permeability and structure values for each soil class were obtained. Then, soil erodibility factor was calculate using Renard et al. (1997) equation. 250 m Topographi c factor (LS) dimensionl ess Digital elevation model SRTM (https://earthexplorer.usgs.gov/) 30 m Cropping managem ent factor (C) dimensionl ess LULC map Land use/landcover from ESA CCI (https://www.esa-landcover- cci.org/) Sentinel-2 LULC (https://www.arcgis.com/apps/instant/media/index.html?appid=f c92d38533d440078f17678ebc20e8e2) or use the locally available land use/landcover maps. Values used from USDA (RUSLE Handbook, Renard et al. ,1997) OMAFRA: USLE Fact Sheet (http://www.omafra.gov.on.ca/english/engineer/facts/12- 051.htm ) Depends on LULC map resolution Practice support factor (P) dimensionl ess LULC map Land use/landcover from ESA CCI (https://www.esa-landcover- cci.org/) Sentinel-2 LULC (https://www.arcgis.com/apps/instant/media/index.html?appid=f c92d38533d440078f17678ebc20e8e2) or use the locally available land use/landcover maps. Values used from USDA (RUSLE Handbook, Renard et al. ,1997) OMAFRA: USLE Fact Sheet (http://www.omafra.gov.on.ca/english/engineer/facts/12- 051.htm ) Depends on LULC map resolution