SPHY Manual - All versions
  • 📚Readme
  • manual
    • SPHY manual 3.1
      • Introduction
      • Theory
        • Background
        • Modules
        • Reference and potential evaporation
        • Dynamic vegetation processes
        • Snow processes
        • Glacier processes
        • Soil water processes
        • Soil erosion processes
        • Routing
      • Applications
        • Irrigation management in lowland areas
        • Snow- and glacier-fed river basins
        • Flow forecasting
        • Soil erosion and sediment transport
      • Installation of SPHY
        • Installing SPHY as a stand-alone application
          • Miniconda
          • SPHY v3.1 source code
      • Build your own SPHY-model
        • Select projection extent and resolution
        • Clone map
        • DEM and Slope
        • Delineate catchment and create local drain direction map
        • Preparing stations map and sub-basin.map
        • Glacier table
        • Soil hydraulic properties
        • Other static input maps
        • Meteorological forcing map series
        • Open water evaporation
        • Dynamic vegetation module
        • Soil erosion model input
          • MMF
          • Soil erosion model calibration
          • Soil erosion model output
        • Sediment transport
      • Reporting and other utilities
        • Reporting
        • NetCDF
      • References
      • Copyright
      • Appendix 1: Input and Output
      • Appendix 2: Input and Output description
      • Appendix 3: Soil erosion model input
        • MUSLE
        • INCA
        • SHETRAN
        • DHVSM
        • HSFP
    • SPHY manual 3.0
      • Introduction
      • Theory
        • Background
        • Modules
        • Reference and potential evaporation
        • Dynamic vegetation processes
        • Snow processes
        • Glacier processes
        • Soil water processes
        • Soil erosion processes
        • Routing
      • Applications
        • Irrigation management in lowland areas
        • Snow- and glacier-fed river basins
        • Flow forecasting
      • Installation of SPHY
        • General
        • Installing SPHY as a stand-alone application
          • Miniconda
          • SPHY v3.1 source code
      • Build your own SPHY-model
        • Select projection extent and resolution
        • Clone map
        • DEM and Slope
        • Delineate catchment and create local drain direction map
        • Preparing stations map and sub-basin.map
        • Glacier fraction map
        • Soil hydraulic properties
        • Other static input maps
        • Meteorological forcing map series
        • Open water evaporation
        • Dynamic vegetation module
        • Soil erosion model input
          • MUSLE
          • MMF
          • INCA
          • SHETRAN
          • DHVSM
          • HSFP
          • Soil erosion model calibration
          • Soil erosion model output
        • Sediment transport
        • Applications
        • Reporting
        • NetCDF
      • References
      • Copyright
      • Appendix 1: Input and Output
Powered by GitBook
On this page
  1. manual
  2. SPHY manual 3.0
  3. Build your own SPHY-model
  4. Soil erosion model input

MUSLE

The optional K-factor map (soil erodibility) can be provided here. The Wischmeier et al. (1971) formulations are used (see section 2.8) when this is left empty. In that case, a sand, clay and organic matter map should be provided in the PEDOTRANSFER section of the config file (even when the pedotransferfunctions are not used, i.e. if PedotransferFLAG = 0).

The P-factor map indicates the support practice factor, which indicates how conservation measures reduce soil erosion. While other model parameters may also be used to indicate soil conservation, such as the C-factor, this factor is often considered to be 1.

A look-up table needs to be defined for the land use specific model parameters. The user needs to provide a PCRaster table file (*.tbl), where each row represents a landuse class. The following data need to be provided:

Table 12: musle_table

Land use class

C-factor

Retardance coefficient

-99

1

2

1

0.05

0.1

2

0.4

0.4

3

0.2

0.8

…

…

…

The values for C-factor and retardance coefficient can be obtained from several sources. Successful applications with the MUSLE soil erosion model were obtained with the C-factor and retardance coefficient values obtained from Table 8 and Table 9, respectively.

Table 13: C-factor values for different land use classes (de Vente et al., 2009).

Land use classes

C-factor

Urban areas

0

Non-irrigated arable land

0.44

Irrigated land

0.25

Rice fields

0.05

Orchards

0.35

Fruit tree plantations

0.30

Heterogeneous agricultural areas

0.30

Deciduous/evergreen forest

0.002

Coniferous forest

0.004

Mixed forest

0.003

Natural grassland

0.08

Shrubs and transitional woodland / Matorral

0.03

Bare surfaces above 1000 m elevation

0.12

Water surfaces

0

Table 14: Retardance coefficient values for different terrains (Roussel et al., 2005).

Generalized terrain description

Dimensionless retardance coefficient (N)

Pavement

0.02

Smooth, bare, packed soil

0.1

Poor grass, cultivated row crops, or moderately rough packed surfaces

0.2

Pasture, average grass

0.4

Deciduous forest

0.6

Dense grass, coniferous forest, or deciduous forest with deep litter

0.8

Table 15: Range for different model parameters

Model parameter

Model variable

Unit

Range/default

Soil erodibility factor

K

kg h MJ-1 mm-1

0.02-0.69

Erosion control practice factor

P

-

0-1

Crop and management factor

C

-

0-1

Retardance coefficient

N

-

0-1

PreviousSoil erosion model inputNextMMF

Last updated 1 year ago