Routing concepts

Standard names for flow state variables in the Tables below that contain instantaneous in the quantity part of the standard name can be valid for an internal time step (depending on the model time simulation time step) and thus considered instantaneous compared to the model simulation time step Δt \(\SIb{}{s}\). These flow state variables can also be specified as a model output variable.

Reservoirs

Generic input

Code 
include("../docs_utils.jl")
generate_table(Wflow.Routing, :reservoir_generic_input; relative_widths = [6, 5, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output
reservoir_location__count Outlet of the reservoirs in which each reservoir has a unique id - - ✓
reservoir_area__count Reservoir coverage - - ✗

Input

Code 
generate_table(Wflow.Routing, :reservoir_input; relative_widths = [6, 5, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
reservoir_surface__area Area of the reservoir m² m² ✓ -
reservoir_water__max_volume Maximum volume (above which water is spilled) m³ m³ ✓ -
reservoir_water__rating_curve_coefficient Rating curve coefficient - - ✓ -
reservoir_water__rating_curve_exponent Rating curve exponent - - ✓ -
reservoir_water_flow_threshold_level__elevation Water level threshold, below this level outflow is zero m m ✗ -
reservoir_lower_location__count Index of lower reservoir (linked reservoir) - - ✗ 0
reservoir_water__storage_curve_type_count Type of reservoir storage curve - - ✓ -
reservoir_water__rating_curve_type_count Type of reservoir rating curve - - ✓ -
reservoir_water_surface__initial_elevation Water level of reservoir (used for initialization) m m ✗ -

Static or cyclic/forcing input

Code 
generate_table([Wflow.Routing, Wflow.LandHydrologySBM], :reservoir_static_cyclic_forcing_input; relative_widths = [6, 5, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
reservoir_water_demand__required_downstream_volume_flow_rate Minimum (environmental) flow released from reservoir m³ s⁻¹ m³ s⁻¹ ✓ -
reservoir_water_release_below_spillway__max_volume_flow_rate Maximum amount that can be released if below spillway m³ s⁻¹ m³ s⁻¹ ✓ -
reservoir_water__target_full_volume_fraction Target fraction full (of max storage) - - ✓ -
reservoir_water__target_min_volume_fraction Target minimum full fraction (of max storage) - - ✓ -
reservoir_water__outgoing_observed_volume_flow_rate Observed outflow reservoir m³ s⁻¹ m³ s⁻¹ ✓ NaN
reservoir_water__external_inflow_volume_flow_rate External inflow reservoir (negative for abstractions) m³ s⁻¹ m³ s⁻¹ ✓ 0.0

States

Code 
generate_table(Wflow.Routing, :reservoir_state; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
reservoir_water_surface__elevation Reservoir water level m m

Output

Code 
generate_table(Wflow.Routing, :reservoir_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
reservoir_water__volume Reservoir water volume m³ m³
reservoir_water_surface__elevation Reservoir water level m m
reservoir_water__outgoing_volume_flow_rate Outflow of the reservoir m³ s⁻¹ m³ s⁻¹
reservoir_water__incoming_volume_flow_rate Inflow into the reservoir m³ s⁻¹ m³ s⁻¹
reservoir_water__evaporation_volume_flux Average actual evaporation over the reservoir area mm Δt⁻¹ m s⁻¹
reservoir_water__precipitation_volume_flux Average precipitation over the reservoir area mm Δt⁻¹ m s⁻¹
reservoir_water__potential_evaporation_volume_flux Average potential evaporation over the reservoir area mm Δt⁻¹ m s⁻¹

Kinematic wave

River flow

Input

Code 
generate_table(Wflow.Routing, :kinematic_wave_river_flow_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
river__length River length m m ✓ -
river__width River width m m ✓ -
river_water_flow__manning_n_parameter Manning's roughness s m⁻¹ᐟ³ s m⁻¹ᐟ³ ✓ 0.036
river_bank_water__depth Bankfull river depth m m ✓ 1.0
river__slope River slope m m ✓ -

Static or cyclic/forcing input

Code 
generate_table(Wflow.Routing, :kinematic_wave_river_static_cyclic_forcing_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
river_water__external_inflow_volume_flow_rate External inflow into the river (negative for abstractions) m³ s⁻¹ m³ s⁻¹ ✓ 0.0

States

Code 
generate_table(Wflow.Routing, :kinematic_wave_river_state; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
river_water__instantaneous_volume_flow_rate River discharge m³ s⁻¹ m³ s⁻¹
river_water__depth River water depth m m

Output

Code 
generate_table(Wflow.Routing, :kinematic_wave_river_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
river_water__instantaneous_volume_flow_rate River discharge m³ s⁻¹ m³ s⁻¹
river_water__depth River water depth m m
river_water__volume_flow_rate River (+ floodplain for local inertial routing) discharge m³ s⁻¹ m³ s⁻¹
river_water__volume River water volume m³ m³
river_water__lateral_inflow_volume_flow_rate Lateral inflow to river m³ s⁻¹ m³ s⁻¹
river_water__external_abstraction_volume_flow_rate Actual abstraction based on external negative inflow m³ s⁻¹ m³ s⁻¹

Overland flow

Input

Code 
generate_table(Wflow.Routing, :kinematic_wave_overland_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
land_surface_water_flow__manning_n_parameter Manning's roughness s m⁻¹ᐟ³ s m⁻¹ᐟ³ ✓ 0.072
land_surface__slope Land surface slope m m⁻¹ - ✓ -

States

Code 
generate_table(Wflow.Routing, :kinematic_wave_overland_state; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
land_surface_water__instantaneous_volume_flow_rate Discharge overland flow m³ s⁻¹ m³ s⁻¹
land_surface_water__depth Water depth m m

Output

Code 
generate_table(Wflow.Routing, :kinematic_wave_overland_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
land_surface_water__instantaneous_volume_flow_rate Discharge overland flow m³ s⁻¹ m³ s⁻¹
land_surface_water__depth Water depth m m
land_surface_water__volume_flow_rate Discharge overland flow m³ s⁻¹ m³ s⁻¹
land_surface_water__to_river_volume_flow_rate Discharge overland flow that flows to the river m³ s⁻¹ m³ s⁻¹
land_surface_water__volume Total surface water storage of cell (including river storage for river cells) m³ m³

Lateral subsurface flow

Input

Code 
generate_table(Wflow.Routing, :kinematic_lateral_subsurface_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output
subsurface_water__horizontal_to_vertical_saturated_hydraulic_conductivity_ratio A multiplication factor applied to vertical hydraulic conductivity - - ✓
land_surface__slope Land surface slope m m⁻¹ - ✓

States

Code 
generate_table(Wflow.Routing, :kinematic_lateral_subsurface_state; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
subsurface_water__instantaneous_volume_flow_rate Subsurface flow m³ day⁻¹ m³ s⁻¹

Output

Code 
generate_table(Wflow.Routing, :kinematic_lateral_subsurface_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
subsurface_water__instantaneous_volume_flow_rate Subsurface flow m³ day⁻¹ m³ s⁻¹
subsurface_water__volume_flow_rate Average subsurface flow m³ day⁻¹ m³ s⁻¹
subsurface_water_saturated_zone_top__depth Pseudo-water table depth (top of the saturated zone) m m
subsurface_water__exfiltration_volume_flux Exfiltration (groundwater above surface level, saturated excess conditions) m Δt⁻¹ m s⁻¹
subsurface_water__to_river_volume_flow_rate Part of subsurface flow that flows to the river m³ day⁻¹ m³ s⁻¹

Local inertial

River flow

Input

Code 
generate_table(Wflow.Routing, :local_inertial_river_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
river__length River length m m ✓ -
river__width River width m m ✓ -
river_water_flow__manning_n_parameter Manning's roughness s m⁻¹ᐟ³ s m⁻¹ᐟ³ ✓ 0.036
river_bank_water__depth Bankfull river depth m m ✓ 1.0
river_water__external_inflow_volume_flow_rate External inflow into the river (negative for abstractions) m³ s⁻¹ m³ s⁻¹ ✓ 0.0
model_boundary_condition_river__length Boundary condition river length downstream river outlets m m ✗ 10000.0
model_boundary_condition_river_bank_water__depth Boundary condition bankfull depth downstream river outlets m m ✗ 0
river_bank_water__elevation Bankfull elevation of the river m m ✗ -

Static or cyclic/forcing input

Code 
generate_table(Wflow.Routing, :local_inertial_river_static_cyclic_forcing_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
river_water__external_inflow_volume_flow_rate External inflow into the river (negative for abstractions) m³ s⁻¹ m³ s⁻¹ ✓ 0.0

States

Code 
generate_table(Wflow.Routing, :local_inertial_river_state; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
river_water__instantaneous_volume_flow_rate River discharge m³ s⁻¹ m³ s⁻¹
river_water__depth River water depth m m

Output

Code 
generate_table(Wflow.Routing, :local_inertial_river_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
river_water__instantaneous_volume_flow_rate River discharge m³ s⁻¹ m³ s⁻¹
river_water__depth River water depth m m
river_water__volume_flow_rate River (+ floodplain for local inertial routing) discharge m³ s⁻¹ m³ s⁻¹
river_water__volume River water volume m³ m³
river_water__external_abstraction_volume_flow_rate Actual abstraction based on external negative inflow m³ s⁻¹ m³ s⁻¹

1D floodplain flow

Input

Code 
generate_table(Wflow.Routing, :local_inertial_floodplain_1D_flow_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
floodplain_water__sum_of_volume_per_depth Floodplain profile (cumulative volume per flood depth) m³ m³ ✗ -
floodplain_water_flow__manning_n_parameter Manning's roughness s m⁻¹ᐟ³ s m⁻¹ᐟ³ ✓ 0.072

States

Code 
generate_table(Wflow.Routing, :local_inertial_floodplain_1D_flow_state; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
floodplain_water__instantaneous_volume_flow_rate Floodplain discharge m³ s⁻¹ m³ s⁻¹
floodplain_water__depth Floodplain water depth m m

Output

Code 
generate_table(Wflow.Routing, :local_inertial_floodplain_1D_flow_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
floodplain_water__instantaneous_volume_flow_rate Floodplain discharge m³ s⁻¹ m³ s⁻¹
floodplain_water__depth Floodplain water depth m m
floodplain_water__volume Floodplain water volume m³ m³
floodplain_water__volume_flow_rate Floodplain discharge m³ s⁻¹ m³ s⁻¹

Overland flow

Input

Code 
generate_table(Wflow.Routing, :local_inertial_overland_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
land_surface_water_flow__manning_n_parameter Manning's roughness s m⁻¹ᐟ³ s m⁻¹ᐟ³ ✓ 0.072
land_surface_water_flow__ground_elevation Elevation of each cell m m ✓ -

States

Code 
generate_table(Wflow.Routing, :local_inertial_overland_state; relative_widths = [3, 4, 1, 1, 2])
Standard name Description Unit input/output Unit internal
land_surface_water__depth Water depth m m
land_surface_water__x_component_of_instantaneous_volume_flow_rate Flow in x direction m³ s⁻¹ m³ s⁻¹
land_surface_water__y_component_of_instantaneous_volume_flow_rate Flow in y direction m³ s⁻¹ m³ s⁻¹

Output

Code 
generate_table(Wflow.Routing, :local_inertial_overland_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
land_surface_water__depth Water depth m m
land_surface_water__volume Total surface water storage of cell (including river storage for river cells) m³ m³
land_surface_water__x_component_of_instantaneous_volume_flow_rate Flow in x direction m³ s⁻¹ m³ s⁻¹
land_surface_water__y_component_of_instantaneous_volume_flow_rate Flow in y direction m³ s⁻¹ m³ s⁻¹

Groundwater flow

Unconfined aquifer

Input

Code 
generate_table(Wflow.Routing, :groundwater_unconfined_aquifer_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output
land_surface__elevation Land surface elevation m m ✗
subsurface_surface_water__horizontal_saturated_hydraulic_conductivity Horizontal conductivity m day⁻¹ m s⁻¹ ✓
subsurface_water__specific_yield Specific yield - - ✓
subsurface__horizontal_saturated_hydraulic_conductivity_scale_parameter Factor controlling the reduction of horizontal conductivity with depth m⁻¹ m⁻¹ ✓

States

Code 
generate_table(Wflow.Routing, :groundwater_unconfined_aquifer_state; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
subsurface_water__hydraulic_head Groundwater head m m

Output

Code 
generate_table(Wflow.Routing, :groundwater_unconfined_aquifer_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
subsurface_water__hydraulic_head Groundwater head m m

Subsurface flow boundaries

Boundary conditions for both the groundwater flow and lateral subsurface flow concepts. The constant head boundary can only be applied as part of the groundwater flow concept.

River boundary

Input

Code 
generate_table(Wflow.Routing, :groundwater_river_boundary_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output
river_water__infiltration_conductance River bed infiltration conductance m² day⁻¹ m² s⁻¹ ✓
river_water__exfiltration_conductance River bed exfiltration conductance m² day⁻¹ m² s⁻¹ ✓
river_bottom__elevation River bottom elevation m m ✓

Output

Code 
generate_table(Wflow.Routing, :groundwater_river_boundary_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
river_water__to_subsurface_volume_flow_rate Exchange flux (river to aquifer) m³ day⁻¹ m³ s⁻¹

Drainage boundary

Input

Code 
generate_table(Wflow.Routing, :groundwater_drainage_boundary_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output
land_drain__elevation Drain elevation m m ✓
land_drain__conductance Drain conductance m² day⁻¹ m² s⁻¹ ✓
land_drain_location__mask Drain location - - ✗

Output

Code 
generate_table(Wflow.Routing, :groundwater_drainage_boundary_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
land_drain_water__to_subsurface_volume_flow_rate Exchange flux (drain to aquifer) m³ day⁻¹ m³ s⁻¹

Recharge boundary

Output

Code 
generate_table(Wflow.Routing, :groundwater_recharge_boundary_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
subsurface_water_saturated_zone_top__net_recharge_volume_flow_rate Net recharge flux m³ day⁻¹ m³ s⁻¹

Constant head boundary

Input

Code 
generate_table(Wflow.Routing, :groundwater_constant_head_boundary_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output
model_constant_boundary_condition__hydraulic_head Head of the boundary m m ✓

Sediment

Transport capacity overland flow

Input

Code 
generate_table(Wflow.SoilLossModel, :sediment_transport_cap_overland_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
sediment__particle_density Particle density kg m⁻³ kg m⁻³ ✓ 2650.0
land_surface_sediment__median_diameter Particle median diameter mm m ✓ 0.1
clay__mean_diameter Clay mean diameter μm m ✓ 2.0
silt__mean_diameter Silt mean diameter μm m ✓ 10.0
sand__mean_diameter Sand mean diameter μm m ✓ 200.0
sediment_small_aggregates__mean_diameter Small aggregates mean diameter μm m ✓ 30.0
sediment_large_aggregates__mean_diameter Large aggregates mean diameter μm m ✓ 500.0
land_surface_water_sediment__govers_transport_capacity_coefficient Govers transport capacity coefficient - - ✓ 0.000505
land_surface_water_sediment__govers_transport_capacity_exponent Govers transport capacity exponent - - ✓ 4.27

Transport capacity river

Input

Code 
generate_table(Wflow.SoilLossModel, :sediment_transport_cap_river_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
river_sediment__median_diameter Particle mean diameter mm m ✓ 0.1
river_water_sediment__bagnold_transport_capacity_coefficient Bagnold transport capacity coefficient - - ✓ -
river_water_sediment__bagnold_transport_capacity_exponent Bagnold transport capacity exponent - - ✓ -
river_water_sediment__kodatie_transport_capacity_a_coefficient Kodatie transport capacity coefficient a - - ✓ -
river_water_sediment__kodatie_transport_capacity_b_coefficient Kodatie transport capacity coefficient b - - ✓ -
river_water_sediment__kodatie_transport_capacity_c_coefficient Kodatie transport capacity coefficient c - - ✓ -
river_water_sediment__kodatie_transport_capacity_d_coefficient Kodatie transport capacity coefficient d - - ✓ -

Overland flow transport

Output

Code 
generate_table(Wflow.SoilLossModel, :sediment_transport_overland_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
land_surface_water_sediment_transport_capacity__mass_flow_rate Total sediment transport capacity ton Δt⁻¹ kg s⁻¹
land_surface_water_sediment__to_river_mass_flow_rate Total sediment flux flowing into the river ton Δt⁻¹ kg s⁻¹
land_surface_water_clay__to_river_mass_flow_rate Clay flux flowing into the river ton Δt⁻¹ kg s⁻¹
land_surface_water_silt__to_river_mass_flow_rate Silt flux flowing into the river ton Δt⁻¹ kg s⁻¹
land_surface_water_sand__to_river_mass_flow_rate Sand flux flowing into the river ton Δt⁻¹ kg s⁻¹
land_surface_water_small_aggregates__to_river_mass_flow_rate Small aggregates flux flowing into the river ton Δt⁻¹ kg s⁻¹
land_surface_water_large_aggregates__to_river_mass_flow_rate Large aggregates flux flowing into the river ton Δt⁻¹ kg s⁻¹
land_surface_water_sediment__mass_flow_rate Total sediment flux ton Δt⁻¹ kg s⁻¹

River erosion

Input

Code 
generate_table(Wflow.SoilLossModel, :sediment_river_erosion_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
river_bottom_and_bank_sediment__median_diameter Median diameter in the river bed/bank mm m ✓ 0.1

River transport

Input

Code 
generate_table(Wflow.SoilLossModel, :sediment_river_transport_input; relative_widths = [6, 4, 2, 2, 2, 2])
Standard name Description Unit input/output Unit internal Possible output Default (IO unit)
reservoir_location__count Reservoir location ids - - ✓ -
clay__mean_diameter Clay mean diameter μm m ✓ 2.0
silt__mean_diameter Silt mean diameter μm m ✓ 10.0
sand__mean_diameter Sand mean diameter μm m ✓ 200.0
sediment_small_aggregates__mean_diameter Small aggregates mean diameter μm m ✓ 30.0
sediment_large_aggregates__mean_diameter Large aggregates mean diameter μm m ✓ 500.0
reservoir_surface__area Reservoir surface area m² m² ✓ -
reservoir_water_sediment__bedload_trapping_efficiency Reservoir sediment bedload trapping efficiency - - ✓ 1.0
river_bottom_and_bank_clay__mass_fraction River bed/bank content clay - - ✓ 0.15
river_bottom_and_bank_silt__mass_fraction River bed/bank content silt - - ✓ 0.65
river_bottom_and_bank_sand__mass_fraction River bed/bank content sand - - ✓ 0.15
river_bottom_and_bank_gravel__mass_fraction River bed/bank content gravel - - ✓ 0.05
gravel__mean_diameter Gravel mean diameter μm m ✓ 2000.0

States

Code 
generate_table(Wflow.SoilLossModel, :sediment_river_transport_state; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
river_bed_clay__mass Clay stored on the river bed after deposition ton kg
river_bed_silt__mass Silt stored on the river bed after deposition ton kg
river_bed_sand__mass Sand stored on the river bed after deposition ton kg
river_bed_small_aggregates__mass Small aggregates stored on the river bed after deposition ton kg
river_bed_large_aggregates__mass Large aggregates stored on the river bed after deposition ton kg
river_bed_gravel__mass Gravel stored on the river bed after deposition ton kg
river_water_clay__mass Clay left in cell ton kg
river_water_silt__mass Silt left in cell ton kg
river_water_sand__mass Sand left in cell ton kg
river_water_small_aggregates__mass Small aggregates left in cell ton kg
river_water_large_aggregates__mass Large aggregates left in cell ton kg
river_water_gravel__mass Gravel left in cell ton kg
river_water_clay__mass_flow_rate Sediment flux (clay) ton Δt⁻¹ kg s⁻¹
river_water_silt__mass_flow_rate Sediment flux (silt) ton Δt⁻¹ kg s⁻¹
river_water_sand__mass_flow_rate Sediment flux (sand) ton Δt⁻¹ kg s⁻¹
river_water_small_aggregates__mass_flow_rate Sediment flux (small aggregates) ton Δt⁻¹ kg s⁻¹
river_water_large_aggregates__mass_flow_rate Sediment flux (large aggregates) ton Δt⁻¹ kg s⁻¹
river_water_gravel__mass_flow_rate Sediment flux (gravel) ton Δt⁻¹ kg s⁻¹

Output

Code 
generate_table(Wflow.SoilLossModel, :sediment_river_transport_output; relative_widths = [3, 3, 1, 1, 2])
Standard name Description Unit input/output Unit internal
river_bed_clay__mass Clay stored on the river bed after deposition ton kg
river_bed_silt__mass Silt stored on the river bed after deposition ton kg
river_bed_sand__mass Sand stored on the river bed after deposition ton kg
river_bed_small_aggregates__mass Small aggregates stored on the river bed after deposition ton kg
river_bed_large_aggregates__mass Large aggregates stored on the river bed after deposition ton kg
river_bed_gravel__mass Gravel stored on the river bed after deposition ton kg
river_water_clay__mass Clay left in cell ton kg
river_water_silt__mass Silt left in cell ton kg
river_water_sand__mass Sand left in cell ton kg
river_water_small_aggregates__mass Small aggregates left in cell ton kg
river_water_large_aggregates__mass Large aggregates left in cell ton kg
river_water_gravel__mass Gravel left in cell ton kg
river_water_clay__mass_flow_rate Sediment flux (clay) ton Δt⁻¹ kg s⁻¹
river_water_silt__mass_flow_rate Sediment flux (silt) ton Δt⁻¹ kg s⁻¹
river_water_sand__mass_flow_rate Sediment flux (sand) ton Δt⁻¹ kg s⁻¹
river_water_small_aggregates__mass_flow_rate Sediment flux (small aggregates) ton Δt⁻¹ kg s⁻¹
river_water_large_aggregates__mass_flow_rate Sediment flux (large aggregates) ton Δt⁻¹ kg s⁻¹
river_water_gravel__mass_flow_rate Sediment flux (gravel) ton Δt⁻¹ kg s⁻¹
river_water_sediment__bedload_mass_concentration Suspended sediment concentration in the river g m⁻³ kg m⁻³
river_water_sediment__suspended_mass_concentration Suspended sediment concentration in river g m⁻³ kg m⁻³
river_water_sediment__mass_concentration Total sediment concentration in the river g m⁻³ kg m⁻³
river_water_sediment_erosion__mass Total sediment erosion (from store + direct river bed/bank) ton kg
river_water_sediment_deposition__mass Total sediment deposition ton kg
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