Property:Describe output parameters model
From CSDMS
This is a property of type Text.
S
"channel__bed_shear_stress":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "Pa",
"mapping": "node",
"doc": "Shear exerted on the bed of the channel, assuming all discharge travels along a single, self-formed channel",
}
"channel__depth":
{
"dtype": float,
"intent": "out",
"optional": True,
"units": "m",
"mapping": "node",
"doc": "Depth of the a single channel carrying all runoff through the node",
}
"channel__discharge":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m**3/s",
"mapping": "node",
"doc": "Volumetric water flux of the a single channel carrying all runoff through the node",
}
"channel__width":
{
"dtype": float,
"intent": "out",
"optional": True,
"units": "m",
"mapping": "node",
"doc": "Width of the a single channel carrying all runoff through the node",
}
"channel_sediment__relative_flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "The fluvial_sediment_flux_into_node divided by the fluvial_sediment_transport_capacity",
}
"channel_sediment__volumetric_flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m**3/s",
"mapping": "node",
"doc": "Total volumetric fluvial sediment flux brought into the node from upstream",
}
"channel_sediment__volumetric_transport_capacity":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m**3/s",
"mapping": "node",
"doc": "Volumetric transport capacity of a channel carrying all runoff through the node, assuming the Meyer-Peter Muller transport equation",
}
"drainage_area":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m**2",
"mapping": "node",
"doc": "Upstream accumulated surface area contributing to the node's discharge",
}
"flow__link_to_receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "ID of link downstream of each node, which carries the discharge",
}
"flow__receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
}
"flow__upstream_node_order":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array containing downstream-to-upstream ordered list of node IDs",
}
"topographic__elevation":
{
"dtype": float,
"intent": "inout",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
}
"topographic__steepest_slope":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "The steepest *downhill* slope",
}
C
"channel__chi_index":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "variable",
"mapping": "node",
"doc": "the local steepness index",
},
"drainage_area":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m**2",
"mapping": "node",
"doc": "Upstream accumulated surface area contributing to the node's discharge",
},
"flow__link_to_receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "ID of link downstream of each node, which carries the discharge",
},
"flow__receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
},
"flow__upstream_node_order":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array containing downstream-to-upstream ordered list of node IDs",
},
"topographic__elevation":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
},
"topographic__steepest_slope":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "The steepest *downhill* slope",
} +
S
"channel__steepness_index":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "variable",
"mapping": "node",
"doc": "the local steepness index",
}
"drainage_area":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m**2",
"mapping": "node",
"doc": "Upstream accumulated surface area contributing to the node's discharge",
}
"flow__link_to_receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "ID of link downstream of each node, which carries the discharge",
}
"flow__receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
}
"flow__upstream_node_order":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array containing downstream-to-upstream ordered list of node IDs",
}
"topographic__elevation":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
}
"topographic__steepest_slope":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "The steepest *downhill* slope",
} +
D
"depression__depth":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Depth of depression below its spillway point",
}
"depression__outlet_node":
{
"dtype": int,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "If a depression, the id of the outlet node for that depression, otherwise grid.BAD_INDEX",
}
"flood_status_code":
{
"dtype": int,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Map of flood status (_PIT, _CURRENT_LAKE, _UNFLOODED, or _FLOODED).",
}
"is_pit":
{
"dtype": bool,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Boolean flag indicating whether a node is a pit.",
}
"topographic__elevation":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
} +
H
"distance_to_divide":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Distance from drainage divide.",
}
"drainage_area":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m**2",
"mapping": "node",
"doc": "Upstream accumulated surface area contributing to the node's discharge",
}
"flow__link_to_receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "ID of link downstream of each node, which carries the discharge",
}
"flow__receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
}
"flow__upstream_node_order":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array containing downstream-to-upstream ordered list of node IDs",
}
"topographic__elevation":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
} +
C
"drainage_area":
{
"dtype": float,
"intent": "in",
"optional": True,
"units": "m**2",
"mapping": "node",
"doc": "Upstream accumulated surface area contributing to the node's discharge",
},
"flow__link_to_receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "ID of link downstream of each node, which carries the discharge",
},
"flow__receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
} +
F
"drainage_area":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m**2",
"mapping": "node",
"doc": "Upstream accumulated surface area contributing to the node's discharge",
}
"flow__link_to_receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "ID of link downstream of each node, which carries the discharge",
}
"flow__receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
}
"flow__upstream_node_order":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array containing downstream-to-upstream ordered list of node IDs",
}
"topographic__elevation":
{
"dtype": float,
"intent": "inout",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
} +
S
"drainage_area":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m**2",
"mapping": "node",
"doc": "Upstream accumulated surface area contributing to the node's discharge",
}
"flow__link_to_receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "ID of link downstream of each node, which carries the discharge",
}
"flow__receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
}
"flow__upstream_node_order":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array containing downstream-to-upstream ordered list of node IDs",
}
"topographic__elevation":
{
"dtype": float,
"intent": "inout",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
} +
L
"drainage_area":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m**2",
"mapping": "node",
"doc": "Upstream accumulated surface area contributing to the node's discharge",
}
"flow__receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
}
"flow__upstream_node_order":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array containing downstream-to-upstream ordered list of node IDs",
}
"lateral_erosion__depth_increment":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Change in elevation at each node from lateral erosion during time step",
}
"sediment__flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m3/y",
"mapping": "node",
"doc": "Sediment flux (volume per unit time of sediment entering each node)",
}
"topographic__elevation":
{
"dtype": float,
"intent": "inout",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
}
"topographic__steepest_slope":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "The steepest *downhill* slope",
}
"volume__lateral_erosion":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m3",
"mapping": "node",
"doc": "Array tracking volume eroded at each node from lateral erosion",
} +
F
"flow__link_direction":
{
"dtype": np.int8,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "link",
"doc": "Direction of flow on link. A value of -1 indicates that water flow goes from head node to tail node, while a value of 1 indicates that water flow goes from tail node to head node.",
}
"flow__link_to_receiver_node":
{
"dtype": int,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "ID of link downstream of each node, which carries the discharge",
}
"flow__receiver_node":
{
"dtype": int,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
}
"flow__sink_flag":
{
"dtype": bool,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Boolean array, True at local lows",
}
"topographic__elevation":
{
"dtype": float,
"intent": "in",
"optional": True,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
}
"topographic__steepest_slope":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "The steepest *downhill* slope",
} +
"flow__link_to_receiver_node":
{
"dtype": int,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "ID of link downstream of each node, which carries the discharge",
}
"flow__receiver_node":
{
"dtype": int,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
}
"flow__sink_flag":
{
"dtype": bool,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Boolean array, True at local lows",
}
"topographic__elevation":
{
"dtype": float,
"intent": "in",
"optional": True,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
}
"topographic__steepest_slope":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "The steepest *downhill* slope",
} +
P
"flow__potential":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m**3/s",
"mapping": "node",
"doc": "Value of the hypothetical field 'K', used to force water flux to flow downhill",
}
"surface_water__depth":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Depth of water on the surface",
}
"surface_water__discharge":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m**3/s",
"mapping": "node",
"doc": "Volumetric discharge of surface water",
}
"topographic__elevation":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
}
"water__unit_flux_in":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m/s",
"mapping": "node",
"doc": "External volume water per area per time input to each node (e.g., rainfall rate)",
} +
T
"flow__receiver_node":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Node array of receivers (node that receives flow from current node)",
}
"sediment__deposition_coeff":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "Fraction of incoming sediment that is deposited on the node",
}
"sediment__deposition_rate":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m/yr",
"mapping": "node",
"doc": "Deposition rate on node",
}
"sediment__erosion_rate":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m/yr",
"mapping": "node",
"doc": "Erosion rate on node",
}
"sediment__flux_in":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m/yr",
"mapping": "node",
"doc": "Incoming sediment rate on node (=qs/dx)",
}
"sediment__flux_out":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m/yr",
"mapping": "node",
"doc": "Outgoing sediment rate on node = sediment eroded on node + sediment transported across node from upstream",
}
"sediment__transfer_rate":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m/yr",
"mapping": "node",
"doc": "Rate of transferred sediment across a node (incoming sediment - deposited sediment on node)",
}
"topographic__elevation":
{
"dtype": float,
"intent": "inout",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
}
"topographic__steepest_slope":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m/m",
"mapping": "node",
"doc": "The steepest *downhill* slope",
} +
F
"fracture_at_node":
{
"dtype": np.int8,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "presence (1) or absence (0) of fracture",
} +
L
"landslide__probability_of_failure":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "None",
"mapping": "node",
"doc": "number of times FS is <=1 out of number of iterations user selected",
}
"soil__density":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "kg/m3",
"mapping": "node",
"doc": "wet bulk density of soil",
}
"soil__internal_friction_angle":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "degrees",
"mapping": "node",
"doc": "critical angle just before failure due to friction between particles",
}
"soil__maximum_total_cohesion":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "Pa or kg/m-s2",
"mapping": "node",
"doc": "maximum of combined root and soil cohesion at node",
}
"soil__mean_relative_wetness":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "None",
"mapping": "node",
"doc": "Indicator of soil wetness; relative depth perched water table within the soil layer",
}
"soil__minimum_total_cohesion":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "Pa or kg/m-s2",
"mapping": "node",
"doc": "minimum of combined root and soil cohesion at node",
}
"soil__mode_total_cohesion":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "Pa or kg/m-s2",
"mapping": "node",
"doc": "mode of combined root and soil cohesion at node",
}
"soil__probability_of_saturation":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "None",
"mapping": "node",
"doc": "number of times relative wetness is >=1 out of number of iterations user selected",
}
"soil__saturated_hydraulic_conductivity":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m/day",
"mapping": "node",
"doc": "mode rate of water transmitted through soil - provided if transmissivity is NOT provided to calculate tranmissivity with soil depth",
}
"soil__thickness":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "soil depth to restrictive layer",
}
"soil__transmissivity":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m2/day",
"mapping": "node",
"doc": "mode rate of water transmitted through a unit width of saturated soil - either provided or calculated with Ksat and soil depth",
}
"topographic__slope":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "tan theta",
"mapping": "node",
"doc": "gradient of the ground surface",
}
"topographic__specific_contributing_area":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "specific contributing (upslope area/cell face ) that drains to node",
}
F
"lithosphere__overlying_pressure_increment":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "Pa",
"mapping": "node",
"doc": "Applied pressure to the lithosphere over a time step",
}
"lithosphere_surface__elevation_increment":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "The change in elevation of the top of the lithosphere (the land surface) in one timestep",
} +
V
"plant__age":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "Years",
"mapping": "cell",
"doc": "Age of plant",
}
"plant__live_index":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "1 - vegetation__cumulative_water_stress",
}
"vegetation__cumulative_water_stress":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "cumulative vegetation__water_stress over the growing season",
}
"vegetation__plant_functional_type":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "classification of plants (int), grass=0, shrub=1, tree=2, bare=3, shrub_seedling=4, tree_seedling=5",
} +
P
"radiation__incoming_shortwave_flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "W/m^2",
"mapping": "cell",
"doc": "total incident shortwave radiation over the time step",
}
"radiation__net_flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "W/m^2",
"mapping": "cell",
"doc": "net total radiation over the time step",
}
"radiation__net_longwave_flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "W/m^2",
"mapping": "cell",
"doc": "net incident longwave radiation over the time step",
}
"radiation__net_shortwave_flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "W/m^2",
"mapping": "cell",
"doc": "net incident shortwave radiation over the time step",
}
"radiation__ratio_to_flat_surface":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "ratio of total incident shortwave radiation on sloped surface to flat surface",
}
"surface__potential_evapotranspiration_rate":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "mm",
"mapping": "cell",
"doc": "potential sum of evaporation and potential transpiration",
} +
R
"radiation__incoming_shortwave_flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "W/m^2",
"mapping": "cell",
"doc": "total incident shortwave radiation over the time step",
}
"radiation__net_shortwave_flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "W/m^2",
"mapping": "cell",
"doc": "net incident shortwave radiation over the time step",
}
"radiation__ratio_to_flat_surface":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "ratio of total incident shortwave radiation on sloped surface to flat surface",
}
"topographic__elevation":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
} +
S
"rainfall__flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "mm/hr",
"mapping": "node",
"doc": "Depth of water delivered per unit time in each storm",
}
"rainfall__total_depth_per_year":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "mm/yr",
"mapping": "node",
"doc": "Depth of water delivered in total in each model year",
}
"topographic__elevation":
{
"dtype": float,
"intent": "in",
"optional": True,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
} +
"sediment_fill__depth":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Depth of sediment added at eachnode",
}
"topographic__elevation":
{
"dtype": float,
"intent": "inout",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
} +
E
"soil__depth":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Depth of soil or weathered bedrock",
}
"soil_production__rate":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m/yr",
"mapping": "node",
"doc": "rate of soil production at nodes",
} +
T
"soil__flux":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m^2/yr",
"mapping": "link",
"doc": "flux of soil in direction of link",
}
"topographic__elevation":
{
"dtype": float,
"intent": "inout",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
}
"topographic__slope":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "m/m",
"mapping": "link",
"doc": "gradient of the ground surface",
} +
V
"surface__evapotranspiration":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "mm",
"mapping": "cell",
"doc": "actual sum of evaporation and plant transpiration",
}
"surface__potential_evapotranspiration_30day_mean":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "mm",
"mapping": "cell",
"doc": "30 day mean of surface__potential_evapotranspiration",
}
"surface__potential_evapotranspiration_rate":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "mm",
"mapping": "cell",
"doc": "potential sum of evaporation and potential transpiration",
}
"vegetation__cover_fraction":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "fraction of land covered by vegetation",
}
"vegetation__dead_biomass":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "g m^-2 d^-1",
"mapping": "cell",
"doc": "weight of dead organic mass per unit area - measured in terms of dry matter",
}
"vegetation__dead_leaf_area_index":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "one-sided dead leaf area per unit ground surface area",
}
"vegetation__live_biomass":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "g m^-2 d^-1",
"mapping": "cell",
"doc": "weight of green organic mass per unit area - measured in terms of dry matter",
}
"vegetation__live_leaf_area_index":
{
"dtype": float,
"intent": "out",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "one-sided green leaf area per unit ground surface area",
}
"vegetation__plant_functional_type":
{
"dtype": int,
"intent": "in",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "classification of plants (int), grass=0, shrub=1, tree=2, bare=3, shrub_seedling=4, tree_seedling=5",
}
"vegetation__water_stress":
{
"dtype": float,
"intent": "in",
"optional": False,
"units": "None",
"mapping": "cell",
"doc": "parameter that represents nonlinear effects of water deficit on plants",
}
O
"surface_water__depth":
{
"dtype": float,
"intent": "inout",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Depth of water on the surface",
} +
S
"taxa__richness":
{
"dtype": int,
"intent": "out",
"optional": False,
"units": "-",
"mapping": "node",
"doc": "The number of taxa at each node",
} +
P
"topographic__elevation":
{
"dtype": float,
"intent": "inout",
"optional": False,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
} +
N
"topographic__elevation":
{
"dtype": float,
"intent": "inout",
"optional": True,
"units": "m",
"mapping": "node",
"doc": "Land surface topographic elevation",
} +
D
* Query particle locations and travel times at a given iteration
* Query particle locations at a given travel time
* Plot the particle exposure time distributions
* Animate the output images of particle locations
* Plot the travel paths specified particles have taken
* Plot the particle positions for a specified iteration or travel time
+
A
B
C
F
-- +
I
M
-- +
S
-- +
E
F
S
W
B
C
S
C
T
F
C
F
I
A
-- +
-- +
B
D
-- +
F
-- +
G
-- +
R
-- +
S
-- +
-- +
W
-- +
Q
R
D
-- +
L
U
-- +
A
L
-- +
F
1-D Metrics: (channel width, bank height, floodplain width); 2-D Metrics: (floodplain 2D metrics); 2-D HAND Metrics: (channel width and floodplain width) +
R
2-dimensional distributions of the following:
* Vegetation community (high- or low-flow-resistance)
* Depth-averaged flow speed and directional components
* Bed shear stress
* Soil elevation
* Suspended sediment concentration +
D
P
3D fields of temperature, salinity, velocity, turbulent kinetic energy; 2D fields of surface elevation, vertically averaged velocity, stream function. +
D
3D grid of the simulated basin (cartesian grid), + properties (depositional bathymetry, lithology, facies, porosity, ...) +
S
3D stratigraphy (age, provenance, grainsize, peat fraction)<br>Morphodynamic maps of grainsize, discharge, sediment erosion and deposition +
C
A 3D cube of model strata coded by water depth of deposition and thickness transported versus thickness deposited in-situ per time step +
N
A plot, and/or the value of the NetCDF file at the designated cell +
E
A sequence of grids that represent DEMs at different times in the evolution. Saved in RTS (RiverTools Sequence) format with RTI file for georeferencing. +
I
A web page displaying skill scores for the models and plots (PNG) of the spatial distribution of model outputs versus benchmark data. +
S
After infiltration occurs, the component returns an updated 'surface_water__depth' field, as well as an updated 'soil_water_infiltration__depth' field that tracks how much water has been infiltrated into the soil column. +
F
Air Frost number +
L
Although the model’s primary output product is channel discharge, all internal rate and state variables (soil moisture, for example) can also be written as output. In addition, all output can be written as grids, or time series at user-defined points or areas. The user has complete control over how output is written, thus minimising any waste of disk space or CPU time. +
S
W
B
Barrier elevation grid, cross-shore location of ocean and back-barrier shorelines, dune elevations, overwash flux, shoreface flux, shrub cover +
G
Barrier island morphology and stratigraphy and migration rate.
See User's Guide and Moore et al., 2010 for more details. +
Barrier island, marsh, and bay morphology and stratigraphy over time.
See User's Guide and Moore et al., 2010 for more details. +
C
Benthic carbonate accumulation; sediment character and thickness; organism stocks and remains; environmental history; 2D-3D map graphics; graphs of stocks and vacant seafloor through time. +
O
Bottom wave orbital velocity. Also surface wave conditions if calculated from wind speed. +
C
CREST outputs consist of several variables, including:
*storage depths of the vegetation canopy,
*the three soil layers, and two linear reservoirs,
*relative change of the six reservoir levels representing actual evapotranspiration from the canopy and soil layers,
*overland and interflow excess rain,
* overland and interflow runoff. +
S
I
CSV file of final bathymetry and deposit thickness for each grain size contained in the flow +
S
CSV file of final bathymetry and deposit thickness for each grain size contained in the flow +
H
S
Centerline and floodplain evolution through time, as well as hydraulic parameters as detailed in the model documentation +
A
Channel centerlines and associated model parameters +
R
Channel geometry; sediment export +
D
Channel network configuration and morphology, marsh platform elevations, erosion and accretion rates, relevant geomorphological features +
T
Characteristics of tree growth (stand biomass, stem count, leaf area, diamter) and characteristics of sediment transport (sediment flux in m4/m/yr, # of tree falls) +
C
G
C
M
S
E
Critical shear stress for entrainment of a noncohesive grain from a mixed size-density bed +
S
F
Cross-sectional mean flow velocities, flow depths, bed shear stresses as a function of along-channel distance. +
1
Current thickness, velocity, and D50 for active layer and in suspension. +
B
C
DEM, Flow patterns, Inundation, Grainsize and others +
D
DLBRM output includes, for every cell in the watershed grid, surface runoff to surface storage, infiltration to USZ, ET, ETP, percolation from USZ to LSZ, interflow from LSZ to surface storage, deep percolation from LSZ to groundwater storage, groundwater flow from groundwater storage to surface storage, surface moisture storage, USZ, and LSZ moisture storages, groundwater storage, and lateral flows from storages to adjacent cells for the surface (channel outflow), USZ, LSZ, and groundwater (Changsheng He and Thomas E. Croley II, 2007). +
Dakotathon produces no output parameters; instead, it creates the standard Dakota output files '''dakota.out''' and '''dakota.dat'''. +
K
Dampening effects of vegetation and snow on temperature
Mean annual active layer thickness
Mean annual temperature at the permafrost ground surface +
B
W
H
T
Depend on different modules that are using, it can produce hydrodynamics, such as water velocity and depth; vertical density (3D); temperature plumes and salt wedge; water quality; sediment concentration and transport; underground water velocity field; wave parameters; +
G
Depending on the flags indicated in the input file, typical flow quantities are stored to the file at the given time steps.<br>
Velocities, Pressure, Concentration (of the particles).<br>
Depending on the problems, some other quantities could be stored too. +
T
Depending on the flags set in the "input.inp" file, flow properties such as velocity, pressure, particle concentration(s), particle deposit mass, bottom shear stress, kinetic and potential energy, dissipation rate, suspended particle mass, current front location, and etc are recorded at the given timesteps. +
G
Depth, momentum on adaptive grid at specified output times.
Time series at specified gauge locations.
Maxima observed over full simulation on specified grid. +
H
F
Dynamic variables:
# water energy
# depositional (seafloor) slope
Final output:
# carbonate productivity rate
# depositional facies +
B
Elevation and slope arrays as well as optional information about bed cover and shear stress distributions, as well as block size distributions and incision rate records. +
K
Elevation, Biomass, Accretion Rate, Erosion Rate, and other characteristics of every cell in domain. Also outputs spatially averaged statistics. +
G
L
S
Estimated post-storm beach profile, cross-shore profile of: maximum wave height; maximum water elevation plus setup; volume change +
D
Estimates of the erosional history and spatial patterns and model diagnostic plots. +
R
Evolving 3D cellspace and 2D elevation map +
S
Extent and thickness of the ice sheet, Velocity field, Temperature field, Water content field (temperate regions), Age of the ice, Isostatic displacement and temperature of the lithosphere. +
B
Extent, and elevation, and cross-shore boundary locations of barrier, marsh (back-barrier and mainland), bay, and forest ecosystems; organic and mineral deposition; shoreline locations; dune elevations; overwash & shoreface fluxes +
N
Filtered DEM: A new, filtered DEM in *.flt binary format.
Noise: A *.flt binary format grid of the filtered noise. +
G
Flow rates, depths, soil moisture, sediment fluxes, erosion/deposition, contaminant/nutrient fluxes and concentrations, groundwater levels, reservoir storages. +
L
W
Fluid velocity, pressure, temperature, salinity, concentrations, thermal flexes, and matrial fluxes at all nodes at any desired time. volumetric, energy, and mass balance at all types of boundaries and the entire boundary at any specified time. Br>For details refer to Yeh et al., 2005 Technical Report on WASH123D +
R
For a single image: centerlines, widths, channel direction, curvatures
For multiple images: (centerline) migration areas, erosion and accretion areas, cutoffs, cutoff statistics, channel belt boundaries, grid generation to map spatial changes, spacetime maps of changes in planform variables +
G
Free-surface flow and wave action through time.
Erosion and deposition through time.
Optionally, compaction, including porosity reduction. +
W
From wave heights to spectral data, see manual +
T
L
Geometry of river entrenchment thought time +
G
S
W
Gravity flow velocity, Depth-integrated sediment load, down-slope sediment flux, flux convergence or divergence, erosion or deposition rate. +
P
A
Grid of deposition of different grains over time.
The model generates postscript files of stratigraphic sections. +
L
S
Grids of topography +
D
Grids of water surface elevation, discharge, bed elevation, and vegetation density values for each cell. Additionally, sand fraction of each vertical cell within a grid cell. +
C
H, fluxes, discharge, catchment geom, etc, at all time steps, as welle as grid connectivity +
H
HSPF produces a time history of the runoff flow rate, sediment load, and
nutrient and pesticide concentrations, along with a time history of water
quantity and quality at any point in a watershed. Simulation results can be
processed through a frequency and duration analysis routine that produces
output compatible with conventional toxicological measures (e.g., 96-hour
LC50). +
Hexagon DEM, flow direction, flow accumulation, stream grid, stream segment, stream order, stream confluence, subbasin, watershed boundary, etc. +
T
G
Hydrologic model discretization, input files for GSFLOW, output files from GSFLOW (hydrologic model) +
S
In addition to modeling the generation and transport of runoff flows, SWMM can also estimate the production of pollutant loads associated with this runoff. The following processes can be modeled for any number of user-defined water quality constituents:
* dry-weather pollutant buildup over different land uses
* pollutant washoff from specific land uses during storm events
* direct contribution of rainfall deposition
* reduction in dry-weather buildup due to street cleaning
* reduction in washoff load due to BMPs
* entry of dry weather sanitary flows and user-specified external inflows at any point in the drainage system
* routing of water quality constituents through the drainage system
* reduction in constituent concentration through treatment in storage units or by natural processes in pipes and channels +
It can output local velocity, vorticity, concentration, stream-function, and all derivatives of velocity necessary to calculate dissipation, viscous momentum diffusion, kinetic energy flux, work by pressure forces, and change in kinetic energy. These quantities are written out in a binary file.
It also has routines for calculating the local height profile and tip position of gravity currents and internal bores, which are outputted every time step and stored as ASCII txt files. +
C
It outputs all the variables used in the advection-diffusion equation describing bed evolution for both shallow water wave assumptions (all labeled as *_s) and linear theory (labeled as *_lh). +
E
Key indices, Mortalities, Consumption, Respiration, Niche overlap, Electivity, Search rates and Fishery forms. +
S
G
F
Major quantities: mud floc concentration, flow velocity in longshelf and cross-shelf direction. Other quantities: TKE, turbulent dissipation rate, floc size (if floc dynamics turn on), bottom stress. +
D
P
Q
Maps of geomorphology, discharge, deposition, isopachs, stratigraphic thickness, grain size, contour, subsidence, and environment +
G
Marsh boundary - gives the position of the backbarrier marsh edge through time
Shorelines - gives the position of the barrier shoreline through time
step number - saves the surface morphology and stratigraphy for the model at each time step +
W
M
Marsh elevation
Pond area and location +
C
L
Matlab variables, Matlab graphs +
D
Matrices of:
Water surface elevation;
Water unit discharge and velocity field;
Delta surface elevation and bathymetry;
Stratigraphy
(User can choose which time step to output) +
M
Microsoft Excel tables +
T
Model Interface Capabilities:
There are three options available in the program interface:
* The Hydrograph Prediction Option: This option allows the model to be run and hydrographs displayed. If a Topographic Index Map File is available, then a map button is displayed that allows the display of predicted simulation, either as a summary over all timesteps or animated.
* The Sensitivity Analysis Option: This screen allows the sensitivity of the objective functions to changes of one or more of the parameters to be explored.
* The Monte Carlo Analysis Option: In this option a large number of runs of the model can be made using uniform random samples of the parameters chosen for inclusion in the analysis. Check boxes can be used to choose the variables and objective functions to be saved for each run. The results file produced will be compatible with the GLUE analysis software package. +
R
Model output:
* Complex amplitude,
* Wave Heights and angles
* Radiation stresses and forcing terms
* Wave induced mass flux
* Velocity moments for bottom stress calculation +
E
Model returns modified 'topographic__elevation', the model grid field holding model node elevations. +
M
A
NetCDF file (.sww) of x, y, elevation, flow depth, x and y momentum, and sediment concentration (all optional) +
C
Netcdf binaries of velocities and elevation screenshots in Master grid
�Netcdf binary of maximum water surface elevation in Master grid
�Netcdf Time histories of the water surface elevation at virtual gages;
Netcdf binaries of boundary input time-series for the enclosed grids, one �file for each boundary (east, west, north, south) +
S
Nodal field data: velocity, temperature
Element-centered (discontinuous) field data: strain rate, stress, plastic strain, etc. +
A
Numpy array of channel and overbank deposit +
M
Options (can be turned on or off):
Print evolving bed to screen.
A file with the bed with each time step, or at intermediate steps.
A file with the spectra of bed at each time step, or at intermediate steps.
A file with statistics (eg, rms roughness of bed) +
K
Output Files:
1. stage -- array containing information on flow at the edges of the model domain
2. depth -- flow depth at each grid cell at the end of the simulation
3. vel -- flow velocity at each grid cell at the end of the simulation
4. maxdepth -- maximum flow depth at each grid cell
4. maxvel -- maximum flow velocity at each grid cell +
E
K
Output data are written as GeoTIFF files, shapefiles, CSV files. +
I
Output drainage area, true drainage area, and initial guess:
64 bit float ('double')
Row major order is used.
The drainage area of cells with no drainage to or from them, such as ocean
cells, will be the area of the cell itself (1.0, if all cells are given
unit area). +
S
Output files provide snapshots of the bedform domain during its evolution. They containing elevation of bedform domain, the percentage full of sediment for all cells in the top layer, and the percent of coarse material in those top cells. Furthermore, there is output for the percent coarse of every cell in the domain (not just the top layer) for analyzing stratigraphic profiles. +
C
Output is '.dat' files showing vegetation cover density and DEM of the model domain at specified time intervals +
G
Output parameters:
* Marsh boundary - gives the position of the backbarrier marsh edge through time
* Shorelines - gives the position of the barrier shoreline through time
* step number - saves the surface morphology and stratigraphy for the model at each time step +
O
Outputs are m and r values, plus p values indicating the probability that the calculated m and r values could occur by chance. Graphical output is produced showing the vertical section of strata, a transition probability matrix for the facies, a histogram of facies frequency, a plot of the m value calculated from observed strata versus the m values calculated from Monte Carlo modelling of shuffled equivalent strata, and a plot of the r value calculated from observed strata versus the r values calculated from Monte Carlo modelling of shuffled equivalent strata. +
Outputs are plots of the vertical succession input along with a series of transition probability matrices and facies orders indicating the more and less ordered arrangements of facies +
L
Outputs complete Matlab workspace at user-defined intervals. Outputs surface plots at user-defined intervals.
Some scripts are included for additional visualization of output. +
C
Outputs include grids of surface elevation, drainage area, gradient, stratigraphy, drainage direction, Voronoi cell areas, sediment texture; data on mesh configuration; total landscape volume and change in volume at each storm (time step); list of storm durations, timing, and intensities. +
P
PIHM v2.0 uses Net_CDF for state and flux output. Details are under development (April 2009) and will be complete July 2009 +
G
PRMS:
http://wwwbrr.cr.usgs.gov/projects/SW_MoWS/software/oui_and_mms_s/prms.shtml
MODFLOW
http://water.usgs.gov/nrp/gwsoftware/modflow2005/modflow2005.html +
1
Parameters used for simulations by the MCMC algorithm and their likelihood compared to the field data. +
G
I
Predict the evolution of glaciers, icefields, or ice sheets +
G
Primary outputs: N, P, Si, and C yields and loads by river basin and nutrient form. Secondary outputs: Source attribution by nutrient form and main natural and anthropogenic inputs to watersheds. Total Suspended Solids are also predicted. +
P
Produce 5 output files (ESRI ASCII format):
# HI.txt - pixel scale hypsometric integral;
# max_elev.txt - the maximum elevation of the catchment flowing thorough each pixel;
# Elev_Acc.txt - the sum of the elevation (m) of all the pixels flowing thorough each pixel;
# flowacc.txt - Contributing area in pixels;
To change the names of the output files, edit the last section of the source code.
# junctions.txt - how many of a pixel's 8 neighbors flow into it; +
M
RAW image files of elevation and shaded relief.
ASCII file of elevations at specified times.
ASCII files of other state variables as desired at specified times.
Iteration-by-iteration summary file +
R
ROMSBuilder creates the new component in home directory under "~/.cmt/components". It is safer not to edit the directory. Once a component is successfully created the next one goes relatively faster. To open the project user should go to "My Project > ROMSBuilder". The new project can only be seen by the owner. To share the project with the rest of the community please contact CSDMS.
Notes:
Please wait for ROMSBuilder to finish before creating the next component. Overall run time is almost an hour for the first component.
"Performance efficient mode" is not meant for ROMSBuilder, hence please avoid setting it on the tab dialogs.
Default configuration settings is always that of UPWELLING. Please edit the config values to run your new roms component. +
G
A
Real-world grid cell surface area
Wind velocity
Wind shear velocity
Wind direction
Bed level above reference
Water level above reference
Wave height
Equilibrium sediment concentration integrated over saltation height
Instantaneous sediment concentration integrated over saltation height
Instantaneous sediment flux
Sediment entrainment
Weights of sediment fractions
Weights of sediment fractions based on grain size distribution in the air
Weights of sediment fractions based on grain size distribution in the bed
Shear velocity threshold
Bed composition layer thickness
Moisure content
Salt content
Sediment mass in bed +
B
Resultant barrier island configuration and sediment distribution along the continental shelf as results of the effects of five different processes: reworking of the beach profile, inner-shelf sediment redistribution, overwash, laggonal deposition and aeolian sediment reworking. +
S
Returns/updates Landlab grid fields:
'topographic__elevation' : Topographic surface elevation
'bedrock__elevation' : Bedrock surface elevation
'soil__depth' : Depth of alluvial layer on river bed
'sediment__flux' : Sediment flux out of each grid node +
A
M
River profiles, sediment transport rates, alluvial cover depths and channel bed elevations. +
O
S
SPARROW is designed to describe the spatial patterns in water quality and the factors that affect it. SPARROW models are developed using mass balance constraints to quantify the relation between stream constituent load (the mass of the constituent being transported by the stream) and the sources and losses of mass in watersheds. Thus the models are inherently designed to predict load (mass per time) for all stream reaches in the modeling region. However, the predictions of stream load can be modified to provide a variety of water-quality metrics that can support various types of assessments.
The SPARROW prediction metrics include constituent yields, concentrations, and source contributions to stream loads:
*Constituent yields
*Constituent concentrations
*Source contributions to stream loads +
SWAN can provide output on uniform, recti-linear spatial grids that are independent from the input grids and from the computational grid. In the computation with a curvi-linear computational grid, curvi-linear output grids are available in SWAN. This also holds for triangular meshes. An output grid has to be specified by the user with an arbitrary resolution, but it is of course wise to choose a resolution that is fine enough to show relevant spatial details. It must be pointed out that the information on an output grid is obtained from the computational grid by bi-linear interpolation (output always at computational time level). This implies that some inaccuracies are introduced by this interpolation. It also implies that bottom or current information on an output plot has been obtained by interpolating twice: once from the input grid to the computational grid and once from the computational grid to the output grid. If the input-, computational- and output grids are identical, then no interpolation errors occur.
In the regions where the output grid does not cover the computational grid, SWAN assumes output values equal to the corresponding exception value. For example, the default exception value for the significant wave height is -9. The exception values of output quantities can be changed by means of the QUANTITY command.
In nonstationary computations, output can be requested at regular intervals starting at a given time always at computational times. +
Sediment properties that include (but are not limited to) bulk density, grain size, porosity, and permeability. These are averaged over are user-specified vertical resolution (typically mm to cm).
Sea-floor properties that include slope, water depth, and sand fraction. +
N
G
See documentation: https://bmi-geotiff.readthedocs.io +
T
See documentation: https://bmi-topography.readthedocs.io +
G
See documentation: https://pymt-gridmet.readthedocs.io +
H
See included readme +
F
G
See paper +
N
See results of related publication by J. A. Czuba. +
R
See results of related publications by J. A. Czuba. +
O
