SDC Sphy Manual
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  • manual
    • SPHY Manual
      • 1. Introduction
      • 2. Theory
        • 2.1 Background
        • Modules
        • Reference and potential evaporation
        • Dynamic vegetation processes
        • Snow processes
        • Glacier processes
        • Soil water processes
        • Soil erosion processes
        • Routing
      • 3. Applications
        • Irrigation management in lowland areas
        • Snow- and glacier-fed river basins
        • Flow forecasting
      • 4. Installation of SPHY
      • 5. SPHY model GUI
        • 5.1 Map canvas layers and GUI interactions
        • 5.2 Top menu buttons
        • 5.3 General settings
        • 5.4 Climate
        • 5.5 Soils
        • 5.6 Groundwater
        • 5.7 Land use
        • 5.8 Glaciers
        • 5.9 Snow
        • 5.10 Routing
        • 5.11 Report options
        • 5.12 Running the model
        • 5.13 Visualizing model output
      • 6. SPHY model preprocessor v1.0
        • 6.1 Overview
        • 6.2 General settings
        • 6.3 Area selection
        • 6.4 Modules
        • 6.5 Basin delineation
        • 6.6 Stations
        • 5.7 Meteorological forcing
      • 7. 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-basins map
        • Glacier fraction map
        • Soil hydraulic properties
        • Other static input maps
        • Meteorological forcing map series
        • Open water evaporation
        • Soil erosion model input
        • Sediment transport
        • Reporting
      • Appendix 1: Input and Output
      • Appendix 2: Hindu Kush-Himalaya database
      • References
      • Copyright
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5.5 Soils

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Last updated 1 year ago

5.5.1 Rootzone physical maps

An overview of the Soils tab is shown in Figure 34. The rootzone physical maps refer to the physical soil properties of the first soil layer, where the subzone physical maps refer to the second soil layer’s physical properties. The settings in this tab significantly affect soil water processes in the root- and subzone, such as e.g., lateral flow, surface runoff, percolation, and evapotranspiration. Details regarding these processes can be found in the Theoretical section of this manual (Section 2). The user needs to select the following five rootzone physical maps:

  • Field capacity [mm/mm]

  • Saturated content [mm/mm]

  • Permanent wilting point [mm/mm]

  • Wilting point [mm/mm]

  • Saturated hydraulic conductivity [mm/d]

These maps can be selected and added to the map canvas by clicking the Select map buttons. It is important to check that the cell values should increase from permanent wilting point to wilting point to field capacity, and with saturated content having the highest cell values. Figure 35 shows an example of a field capacity map for the rootzone, showing more details in the upstream part than the downstream part.

5.5.2 Subzone physical maps

For the subzone physical maps the user has to select the following three maps:

  • Field capacity [mm/mm]

  • Saturated content [mm/mm]

  • Saturated hydraulic conductivity [mm/d]

These maps can be selected and added to the map canvas by clicking the Select map buttons. For the subzone physical maps it is important to check that the cell values of the saturated content map are higher than for the field capacity map.

5.5.2 Root- and subzone parameters

The last section of the Soils tab involves setting the soil layer thickness for both the root- (left part) and subzone (right part). The user can opt to provide a homogeneous rootzone and/or subzone soil depth for the entire basin, or to provide a spatial map with a spatially distributed soil depth over the entire basin. In Figure 34 we chose to select a spatially distributed soil depth map for both the root- and subzone. These maps can be selected and added to the canvas by clicking the Select map button.

If you prefer to have a homogeneous soil depth for the entire basin, then a default value of 500 mm for the rootzone, and 1500 mm for the subzone are good values to start with.

The final setting in the Soils tab involves setting a value for the maximum capillary rise. This value affects the maximum amount of water that can travel from the subzone to the rootzone on a daily basis due to evapotranspiration demand.

After completing all settings in the Soils tab the user can continue with the next tab: Groundwate

Figure 34: Overview of the Soils tab.
Figure 35: Example of rootzone field capacity map.