User:Jcreer/SMS:GSSHA Model Control: Difference between revisions

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**"No infiltration" – Select in order to not calculate any infiltration.
**"No infiltration" – Select in order to not calculate any infiltration.
**"Green & Ampt w/ soil moisture redistribution (INF_REDIST)" –  Specifies infiltration calculations using ''Green and Ampt with Redistribution'' method - redistributes soil moisture during periods of no- or low- intensity rainfall
**"Green & Ampt w/ soil moisture redistribution (INF_REDIST)" –  Specifies infiltration calculations using ''Green and Ampt with Redistribution'' method - redistributes soil moisture during periods of no- or low- intensity rainfall
***''Soil moisture depth (SOIL_MOIST_DEPTH)'' – This specifies the depth of the soil column over which evapotranspiration is distributed.
***''Soil moisture depth (SOIL_MOIST_DEPTH)'' – This specifies the total depth of the soil column over which evapotranspiration is distributed.
***''Top layer depth (TOP_LAYER_DEPTH)'' –
***''Top layer depth (TOP_LAYER_DEPTH)'' –
**"Green & Ampt multilayer (INF_LAYERED_SOIL)" – Specifies three layered Green and Ampt infiltration
**"Green & Ampt multilayer (INF_LAYERED_SOIL)" – Specifies three layered Green and Ampt infiltration
***''Soil moisture depth (SOIL_MOIST_DEPTH)'' –
***''Soil moisture depth (SOIL_MOIST_DEPTH)'' – This specifies the total depth of the soil column over which evapotranspiration is distributed.
**"Richards' infiltration (INF_RICHARDS)" – Select when using Richards' equation to simulate infiltration.
**"Richards' infiltration (INF_RICHARDS)" – Select when using Richards' equation to simulate infiltration.
***''Weight (RICHARDS_WEIGHT)'' – Used to determine how much weight is placed on upper and lower cells using the arithmetic weighting method for calculating inter-cell hydraulic conductivities.
***''Weight (RICHARDS_WEIGHT)'' – Used to determine how much weight is placed on upper and lower cells using the arithmetic weighting method for calculating inter-cell hydraulic conductivities.
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***''Max Iteration (RICHARDS_ITER_MAX)'' – Maximum number of iterations specified by the user. Default = 1.
***''Max Iteration (RICHARDS_ITER_MAX)'' – Maximum number of iterations specified by the user. Default = 1.
***''Max num. cells (MAX_NUMBER_CELLS)''  – This is an integer value which is the maximum number of cells in any unsaturated soil column.
***''Max num. cells (MAX_NUMBER_CELLS)''  – This is an integer value which is the maximum number of cells in any unsaturated soil column.
***''Soil moisture depth (SOIL_MOIST_DEPTH)'' – A decimal depth value in meters.
***''Soil moisture depth (SOIL_MOIST_DEPTH)'' – This specifies the maximum depth for distributing potential evapotranspiration demand.


==Channel Routing==
==Channel Routing==

Revision as of 16:30, 14 May 2024

GSSHA Model Control dialog showing General options

General

  • Total time (TOT_TIME) – Enter an integer giving the total duration of the simulation in minutes
  • Time step (TIMESTEP) – Enter an integer giving the duration of each time step in the simulation in seconds. The time step must be evenly divisible into 60 seconds (e.g., 1, 2, 3, 4, 5, 6, 10, 12, 15, 20, 30, or 60 seconds).
  • Outlet slope (OUTSLOPE) – Enter an integer for the slope of the cell containing the watershed outlet. This must be a positive decimal number.

Overland Flow

GSSHA Model Control dialog showing Overland Flow options
  • ELEVATION dataset
    • Select – Opens Select dataset for ELEVATION dataset dialog. Must specify one for use in model.
  • Solver(OVERTYPE) – Select one of the two following options from dropdown. Check any of the four following options if applicable.
    • "ADE" – Select this option when needing to use the Alternating Direction Explicit method.
    • "ADE-PC" – Select this option when needing to use the Alternating Direction Explicit Predictor-Corrector method. Completes most slowly, but is the most robust.
  • ROUGH_EXP – Enter value to specify the roughness exponent for the Roughness Mapping Table.
  • INTERCEPTION – If selected, will use interception using data present in the Mapping Table file
  • RETENTION – Selecting this specifies that a uniform retention depth is to be used for all overland flow cells.
  • AREA_REDUCTION


Infiltration

GSSHA Model Control dialog showing Infiltration options
  • Infiltration type – Select the method for calculating infiltration type from the drop down menu.
    • "No infiltration" – Select in order to not calculate any infiltration.
    • "Green & Ampt w/ soil moisture redistribution (INF_REDIST)" – Specifies infiltration calculations using Green and Ampt with Redistribution method - redistributes soil moisture during periods of no- or low- intensity rainfall
      • Soil moisture depth (SOIL_MOIST_DEPTH) – This specifies the total depth of the soil column over which evapotranspiration is distributed.
      • Top layer depth (TOP_LAYER_DEPTH)
    • "Green & Ampt multilayer (INF_LAYERED_SOIL)" – Specifies three layered Green and Ampt infiltration
      • Soil moisture depth (SOIL_MOIST_DEPTH) – This specifies the total depth of the soil column over which evapotranspiration is distributed.
    • "Richards' infiltration (INF_RICHARDS)" – Select when using Richards' equation to simulate infiltration.
      • Weight (RICHARDS_WEIGHT) – Used to determine how much weight is placed on upper and lower cells using the arithmetic weighting method for calculating inter-cell hydraulic conductivities.
      • DTHETA MAx (RICHARDS_DTHETA_MAX) – Specifies maximum water content change allowable. Default value = 0.025.
      • C option (RICHARDS_C_OPTION) – Hydraulic conductivity and water capacity values dependent on water content of each cell. Select either brooks or havercamp
      • K option (RICHARDS_K_OPTION) – Inter-cell hydraulic conductivity weighting method - ARITHMETIC or GEOMETRIC
      • Upper option (RICHARDS_UPPER_OPTION) – Selections here compute the hydraulic conductivity at the ground surface - either green_ampt ( or average
      • Max Iteration (RICHARDS_ITER_MAX) – Maximum number of iterations specified by the user. Default = 1.
      • Max num. cells (MAX_NUMBER_CELLS) – This is an integer value which is the maximum number of cells in any unsaturated soil column.
      • Soil moisture depth (SOIL_MOIST_DEPTH) – This specifies the maximum depth for distributing potential evapotranspiration demand.

Channel Routing

GSSHA Model Control dialog showing Channel Routing options
  • Channel routing computation scheme
    • "No routing" –
    • "Diffusive wave (DIFFUSIVE_WAVE)" –
      • Allow overbank flow (OVERBANK_FLOW) – Selecting this allows the water in the channel to flow back onto the overflow plane when the stream elevation is above the top of the bank.
      • Allow overland backwater (OVERLAND_BACKWATER) – Selecting this option includes backwater effects on the overland when the stream water surface elevation or TOB is greater than overland flow surface elevation without allowing water in the channel to flow back onto the overland.
      • Outlet head BC (HEAD_BOUND / BOUND_DEPTH) – Enter a decimal value for the specified head boundary at the channel outlet.
      • Create hot start file – Check box to save a file containing soil moistures for every grid cell in the watershed after the simulation has run.
      • Start from hot start file – Check box in order to select a file containing starting surface moisture data for every grid cell in the watershed
      • Soil erosion (SOIL_EROSION) – Allows user to calculate overland soil erosion.
        • Sediment porosity (SED_POROSITY) – Enter the value of the porosity of the channel bed sediments. This value must be between 0.0 and 1.0. The default is 0.25.
        • Water temperature (WATER_TEMP) – Enter the value of the water temperature
        • Sand size (SAND_SIZE) – Enter the value of the representative grain-size of the sand.
      • Compute containment transport
        • Decay coefficient (per day) (CHAN_DECAY_COEF) – Enter the decay value per day. Default is 0.0.
        • Dispersion coefficient (m^2/s) (CHAN_DISP_COEF) – Enter the channel dispersion coefficient. Default is 0.0.
        • Initial concentration (mg/l) (INIT_CHAN_CONC)

Output – General

GSSHA Model Control dialog showing Output – General options
  • Dataset write frequency (MAP_FREQ)
  • Hydrograph write frequency (HYD_FREQ)
  • Output units – Select the type of output unit needed for your results from the dropdown menu.
    • "English (QOUT_CFS)" – Select this option to show outflow hydrograph ordinates in ft3/s.
    • "Meters (METRIC)" – Select this option to show the outflow hydrograph ordinates in m3/s.
  • Suppress screen printing (QUIET) – Selecting this option suppresses printing information to the screen each time step.
  • Suppress long term simulation printing (SUPER_QUIET) – Selecting this option suppresses all printing of information to the screen. Useful in calibration mode.
  • Strict Julian dates (STRICT_JULIAN_DATE) – Selecting this option makes all time series data output with strict Julian dates.
  • Output contaminants (ALL_CONTAM_OUTPUT)


Output – Gridded Datasets

GSSHA Model Control dialog showing Output – Gridded Datasets options
  • Distributed rainfall intensity (DIS_RAIN)
  • Surface depth (DEPTH) – Selecting this option creates an output filename to show maps of overland flow depth at set time steps.
  • Cumulative infiltration depth (INF_DEPTH) – Selecting this creates an output file name to show maps of the cumulative infiltrated depth every time step
  • Infiltration rate (RATE_OF_INFIL) – Selecting this option creates an output filename to show the map of infiltration rates for every time step.
  • Surface soil moisture (SURF_MOIST) – soil volumetric water content
  • Flood (max) depth (FLOOD_GRID)
  • Snow water equivalent (SNOW_SWE_FILE)


Output – Link/Node Datasets

GSSHA Model Control dialog showing Output – Link/Node Datasets options
  • Channel depth (CHAN_DEPTH)
  • Channel flow (CHAN_DISCHARGE)
  • Channel velocity (avg) (CHAN_VELOCITY)
  • Channel sediment flux (CHAN_SED_FLUX)
  • Flood (max) depth (FLOOD_STREAM)
  • Water surface elev (CHAN_STAGE)
  • Pipe flow (PIPE_FLOW)
  • Pipe node depths (PIPE_HEAD)
  • Pipe tile in/out flow (PIPE_TILE)
  • Superlink junction in/out flow (SUPERLINK_JUNC_FLOW) – Select to access the file containing the time series output data for junctions
  • Superlink node in/out flow (SUPERLINK_NODE_FLOW) – Select to access the file containing the time series output data for the nodes


Precipitation

GSSHA Model Control dialog showing Precipitation options
  • Precipitation type: – Select one of the two methods for simulation
    • Uniform (PRECIP_UNIF) – Select this for uniform rainfall in both time and over every cell of the grid.
      • Start date/time (START_DATE,START_TIME): – Edit the calendar start date and start time.
      • Intensity (mm/hr) (RAIN_INTESITY): – Input how intense the rain is over the grid and during the simulation time. Uniform throughout.
      • Duration (min) (RAIN_DURATION): – Input the length of time in minutes the rain is falling for the simulation
    • Hyetograph
      • Start date/time (START_DATE,START_TIME):
      • Hyetograph:
      • Edit XY Series... – Clicking this button brings up the XY Series Editor dialog.
      • Average depth (mm):