Project File:Infiltration – Optional
Infiltration may be calculated using four different infiltration options. Green and Ampt (GA) (Green and Ampt, 1911), a multi-layered Green and Ampt Model, Green and Ampt with Redistribution (GAR) (Ogden and Saghafian, 1995), and Richards’ equation (RE) (Richards, 1931). Only one of these four methods should be selected.
Card | Argument | Description |
---|---|---|
GREEN_AMPT |
none | Specifies Green and Ampt (GA) infiltration calculations. |
INF_REDIST |
none | Specifies Green and Ampt with Redistribution (GAR) infiltration calculations. |
INF_LAYERED_SOIL |
none | Specifies three layered Green and Ampt infiltration. |
INF_RICHARDS |
none | Specifies Richards’ Equation be used for infiltration. |
Contents
3.6.1 Green and Ampt (GA)
When GREEN_AMPT is selected, values of hydraulic conductivity, wetting front suction head, porosity, and initial moisture are required. Parameter values may be input using the Mapping Table file or with the series of GRASS ASCII maps using the cards below.
Card | Argument | Description |
---|---|---|
CONDUCTIVITY "filename.ext" |
map name | Name of GRASS ASCII map containing spatially varied values of soil saturated hydraulic conductivity (cm hr-1). REQUIRED for GREEN_AMPT or INF_REDIST. Mutually exclusive with Mapping Table file assignment. |
CAPILLARY "filename.ext" |
map name | Name of GRASS ASCII map containing spatially varied values of Green & Ampt wetting front capillary head parameter (cm). REQUIRED for GREEN_AMPT or INF_REDIST. Mutually exclusive with Mapping Table file assignment. |
POROSITY "filename.ext" |
map name | Name of GRASS ASCII map containing spatially varied values of soil porosity. REQUIRED for GREEN_AMPT or INF_REDIST. Mutually exclusive with Mapping Table file assignment. |
MOISTURE [value] |
map name or none |
Used to assign the initial soil moisture content. If followed by a filename, the file will be read in as a GRASS ASCII initial soil volumetric water content map. If no input is specified, then the initial soil volumetric water content s will be input using the Mapping Table file. REQUIRED for GREEN_AMP or INF_REDIST. |
3.6.2 Green and Ampt with Redistribution (GAR)
When GAR is specified, the GA parameters plus two additional parameters must be provided: the pore-distribution index, and residual saturation. These may be input in the Mapping Table file or by providing two GRASS ASCII maps using the cards below.
Card | Argument | Description |
---|---|---|
PORE_INDEX "filename.ext" |
map name | Name of GRASS ASCII map containing spatially varied values of the Brooks & Corey (1964) pore-distribution index. REQUIRED for INF_REDIST. Mutually exclusive with Mapping Table file assignment. |
RESIDUAL_SAT "filename.ext" |
map name | Name of GRASS ASCII map containing spatially varied values of the volumetric water content of the soil at residual saturation. REQUIRED for INF_REDIST. Mutually exclusive with Mapping Table file assignment. |
FIELD_CAPACITY "filename.ext" |
map name | Name of GRASS ASCII map containing spatially varied values of the volumetric water content of the soil when gravity drainage ceases. REQUIRED for INF_REDIST. Mutually exclusive with Mapping Table file assignment. |
3.6.3 Multi-layered Green and Ampt
The multi-layered GA parameters are assigned with the table described in Section 11, and referenced to an index map. The required project cards are listed below.
Card | Argument | Description |
---|---|---|
SOIL_TYPE_MAP "filename.ext" |
index map file name | Name of GRASS ASCII map containing index numbers related to soil type. |
SOIL_LAYER_INPUT_FILE "filename.ext" |
file name | Input ASCII file containing values GA parameter in three soil layers for each soil referenced to in the SOIL_TYPE_MAP. |
3.6.4 Richards’ Equation
When INF_RICHARDS is selected additional cards are required. There are also a number of optional input and output cards, as described below. Richard' Equation parameters may be specified in the MAPPING_TABLE, as well as in separate ASCII files.
3.6.4.1 Required Inputs
Card | Argument | Description |
---|---|---|
INF_RICHARDS |
none | Specify Richards’ equation for calculation of soil moisture, infiltration, and ET if doing LONG_TERM simulations. |
RICHARDS_C_OPTION [value] |
character string | Type of water-content/head curve and hydraulic conductivity/head curve. BROOKS - Brooks and Corey (1964), as extended by Hutson and Cass (1987), into the wet profile; or, HAVERCAMP – Havercamp (1977) as modified by Lappala (1985). |
3.6.4.2 Parameter Assignment - Required
Select either SOIL_TYPE_MAP and SOIL_LAYER_INPUT_FILE or use the Mapping Table.
Card | Argument | Description |
---|---|---|
SOIL_LAYER_INPUT_FILE "filename.ext" |
file name | Input ASCII file with soil layer input parameters. Not used with MAPPING_TABLE |
SOIL_TYPE_MAP "filename.ext" |
index map file name | Name of GRASS ASCII map of soil type integer values corresponding to SOIL_LAYER_INPUT_FILE. Not used with MAPPING_TABLE |
3.6.4.3 Optional Inputs
Card | Argument | Default | Description |
---|---|---|---|
WATER_TABLE "filename.ext" |
map name | no water table | Simulate effect of water table on soil moisture. Specify filename of GRASS ASCII map that contains starting elevations of water table (m). |
AQUIFER_DELTA_Z ##.## |
real | none | Size of unsaturated cell to use in all cells below the soil column specified in the SOIL_LAYER_INPUT_FILE or Mapping Table (m). |
SEASONAL_RS |
none | no seasonal canopy resistance (when card is absent) | Vary the vegetation canopy resistance during the year. |
RICHARDS_UPPER_OPTION [value] |
character string |
NORMAL | Method used to calculate hydraulic conductivity at ground surface under ponded conditions: NORMAL – from cell-centered water content of first cell, |
GW_ASSIGN_THETA |
none | do not assign initial theta assume equilibrium values |
Assign soil moisture from the file specified in the SOIL_LAYER_INPUT_FILE card, if simulating the water table. |
RICHARDS_ITER_MAX ## |
integer | 1 | Maximum number of iterations on non-linear coefficients. |
RICHARDS_WEIGHT ##.## |
real | 1.0 | Weight on inter-cell hydraulic conductivities:
|
RICHARDS_K_OPTION [value] |
character string | ARITHMETIC | Averaging method for inter-cell hydraulic conductivities,
GEOMETRIC or ARITHMETIC |
RICHARDS_DTHETA_MAX ##.## |
real | 0.025 | Maximum allowable water content change during a time-step. |
3.6.4.4 Optional Output
Card | Argument | Description |
---|---|---|
IN_THETA_LOCATION "filename.ext" |
file name | Input ASCII file that contains locations of cells to output time series moisture data. |
OUT_THETA_LOCATION "filename.ext" |
file name | Filename to output time series moisture data every HYD_FREQ time steps at cells specified in IN_THETA_LOCATION. |
3.6.7 Special Infiltration Cards
Card | Argument | Description |
---|---|---|
READ_SM_HOTSTART "filename.ext" |
file name | Input GRASS ASCII map file that contains starting surface soil moistures specified for every grid cell in the watershed. Works with all infiltration options. |
WRITE_SM_HOTSTART "filename.ext" |
file name | Filename to output GRASS ASCII map of soil moistures for every grid cell in the watershed at the end of the simulation. Works with all infiltration options. |
GSSHA User's Manual
- 3 Project File
- 3.1 Required Inputs
- 3.2 Mapping Table – Optional
- 3.3 Overland Flow – Required
- 3.4 Interception – Optional
- 3.5 Rainfall Input and Options – Required
- 3.6 Infiltration – Optional
- 3.7 Channel Routing – Optional
- 3.8 Continuous Simulations – Optional
- 3.9 Saturated Groundwater Flow – Optional
- 3.10 Soil Erosion – Optional
- 3.11 Constituent Transport – Optional
- 3.12 Subsurface Drainage Network – Optional
- 3.13 Output Files – Required