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(Module WaterProperties)
 
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Line 7: Line 7:
  
 
|-
 
|-
! scope="col" |Project
 
! scope="col" |Module
 
 
! scope="col" |Keyword
 
! scope="col" |Keyword
 
! scope="col" |Keyword description
 
! scope="col" |Keyword description
Line 17: Line 15:
 
! scope="col" |Type
 
! scope="col" |Type
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|BIOSI_DECAY_RATE
 
|BIOSI_DECAY_RATE
 
|Biogenic silica dissolution rate
 
|Biogenic silica dissolution rate
Line 27: Line 23:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|DIATOMS
 
|DIATOMS
 
|Compute diatoms mortality
 
|Compute diatoms mortality
Line 37: Line 31:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|DIATOMS_MORTALITY
 
|DIATOMS_MORTALITY
 
|Diatoms mortality rate when deposited
 
|Diatoms mortality rate when deposited
Line 47: Line 39:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|DIATOMS_NC_RATIO
 
|DIATOMS_NC_RATIO
 
|Diatoms Nitrogen/Carbon ratio
 
|Diatoms Nitrogen/Carbon ratio
Line 57: Line 47:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|DIATOMS_PC_RATIO
 
|DIATOMS_PC_RATIO
 
|Diatoms Phosphorus/Carbon ratio
 
|Diatoms Phosphorus/Carbon ratio
Line 67: Line 55:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|DIATOMS_SIC_RATIO
 
|DIATOMS_SIC_RATIO
 
|Diatoms Silica/Carbon ratio
 
|Diatoms Silica/Carbon ratio
Line 77: Line 63:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|DT
 
|DT
 
|Time step to compute benthic biogeochemical processes
 
|Time step to compute benthic biogeochemical processes
Line 87: Line 71:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|MIN_OXYGEN
 
|MIN_OXYGEN
 
|Minimum oxygen concentration for mineralization to occur
 
|Minimum oxygen concentration for mineralization to occur
Line 97: Line 79:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|NC_RATIO
 
|NC_RATIO
 
|Nitrogen/Carbon ratio of organic matter
 
|Nitrogen/Carbon ratio of organic matter
Line 107: Line 87:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|NITROGEN
 
|NITROGEN
 
|Compute nitrogen processes
 
|Compute nitrogen processes
Line 117: Line 95:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|OXYGEN
 
|OXYGEN
 
|Compute oxygen processes
 
|Compute oxygen processes
Line 127: Line 103:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|PC_RATIO
 
|PC_RATIO
 
|Phosphorus/Carbon ratio of organic matter
 
|Phosphorus/Carbon ratio of organic matter
Line 137: Line 111:
 
|
 
|
 
|-
 
|-
| rowspan="2" |Base 1
 
| rowspan="2" |Benthos
 
 
| rowspan="2" |PELAGIC_MODEL
 
| rowspan="2" |PELAGIC_MODEL
 
| rowspan="2" |Pelagic model name to which Module Benthos will be coupled
 
| rowspan="2" |Pelagic model name to which Module Benthos will be coupled
 
|LifeModel
 
|LifeModel
 
|
 
|
| rowspan="2" |
 
 
| rowspan="2" |
 
| rowspan="2" |
 
| rowspan="2" |
 
| rowspan="2" |
Line 150: Line 121:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|PHOSPHORUS
 
|PHOSPHORUS
 
|Compute phosphorus processes
 
|Compute phosphorus processes
Line 160: Line 129:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|PHYTO
 
|PHYTO
 
|Compute phytoplankton mortality
 
|Compute phytoplankton mortality
Line 170: Line 137:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|PHYTO_MORTALITY
 
|PHYTO_MORTALITY
 
|Phytoplankton mortality rate when deposited
 
|Phytoplankton mortality rate when deposited
Line 180: Line 145:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|PHYTO_NC_RATIO
 
|PHYTO_NC_RATIO
 
|Phytoplankton Nitrogen/Carbon ratio
 
|Phytoplankton Nitrogen/Carbon ratio
Line 190: Line 153:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|PHYTO_PC_RATIO
 
|PHYTO_PC_RATIO
 
|Phytoplankton Nitrogen/Carbon ratio
 
|Phytoplankton Nitrogen/Carbon ratio
Line 200: Line 161:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|PON_DECAY_RATE
 
|PON_DECAY_RATE
 
|Particulate organic nitrogen mineralization rate
 
|Particulate organic nitrogen mineralization rate
Line 210: Line 169:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|PON_DECAY_TFACTOR
 
|PON_DECAY_TFACTOR
 
|Particulate Organic Nitrogen temperature influence factor in mineralization Rate
 
|Particulate Organic Nitrogen temperature influence factor in mineralization Rate
Line 220: Line 177:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|POP_DECAY_RATE
 
|POP_DECAY_RATE
 
|Particulate organic phosphorus mineralization rate  
 
|Particulate organic phosphorus mineralization rate  
Line 230: Line 185:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|POP_DECAY_TFACTOR
 
|POP_DECAY_TFACTOR
 
|Particulate Organic Phosphorus temperature influence factor in mineralization Rate
 
|Particulate Organic Phosphorus temperature influence factor in mineralization Rate
Line 240: Line 193:
 
|
 
|
 
|-
 
|-
| Base 1
 
|Benthos
 
 
|SILICA
 
|SILICA
 
|
 
|
Line 304: Line 255:
 
|ALTERNATIVE_LOCATIONS
 
|ALTERNATIVE_LOCATIONS
 
|Activates the automatic search for alternative locations, when the discharge point is not a covered point
 
|Activates the automatic search for alternative locations, when the discharge point is not a covered point
 +
|0/1
 +
|Inactive/Active
 +
|0
 
|
 
|
 +
|Boolean
 +
|-
 +
| Base 1
 +
|Discharges
 +
|COORD_X
 +
|Longitude of the discharge in geographic coordinates
 
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|
 +
|Real
 +
|-
 +
| Base 1
 +
|Discharges
 +
|COORD_Y
 +
|Activates the automatic search for alternative locations, when the discharge point is not a covered point
 +
|Latitude of the discharge in geographic coordinates
 +
|
 +
|
 +
|
 +
|Real
 
|-
 
|-
 
| Base 1
 
| Base 1
Line 378: Line 349:
 
|
 
|
 
|
 
|
 +
|
 +
|-
 +
| rowspan="3" |Base 1
 +
| rowspan="3" |Discharges
 +
| rowspan="3" |FLOW_DISTRIBUTION
 +
| rowspan="3" |Chooses the hydrodynamic approximation to be solved in the momentum equation
 +
|by cell
 +
|
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
|-
 +
|by water column
 +
|
 +
|-
 +
|by volume
 
|
 
|
 
|-
 
|-
Line 389: Line 376:
 
|
 
|
 
|
 
|
 +
|-
 +
| Base 1
 +
|Discharges
 +
|IGNORE_ON
 +
|This keyword must be active for MOHID MPI runs
 +
|0/1
 +
|Inactive/Active
 +
|0
 +
|
 +
|Boolean
 
|-
 
|-
 
| Base 1
 
| Base 1
Line 398: Line 395:
 
|
 
|
 
|
 
|
|
+
|Integer
 
|-
 
|-
 
| Base 1
 
| Base 1
Line 408: Line 405:
 
|
 
|
 
|
 
|
|
+
|Integer
 
|-
 
|-
 
| Base 1
 
| Base 1
Line 418: Line 415:
 
|
 
|
 
|
 
|
|
+
|Integer
 
|-
 
|-
 
| Base 1
 
| Base 1
Line 1,491: Line 1,488:
 
! scope="col" |Units
 
! scope="col" |Units
 
! scope="col" |Type
 
! scope="col" |Type
 +
|-
 +
| Base 1
 +
|LightExtinction
 +
|COEF_PARSONS_PORTELA
 +
|Correct Default Coefficient for Parsons Portela SW Radiation parameterisation
 +
|Needs SW_EXTINCTION_TYPE: 4
 +
|
 +
|0.04
 +
|
 +
|Real
 
|-
 
|-
 
| Base 1
 
| Base 1
Line 1,543: Line 1,550:
 
|0.05
 
|0.05
 
|
 
|
|
+
|Real
 
|-
 
|-
 
| Base 1
 
| Base 1
Line 4,707: Line 4,714:
 
|
 
|
 
|
 
|
 +
|
 +
|
 +
|
 +
|-
 +
| Base 2
 +
|Geometry
 +
|REMOVE_LAND_BOTTOM_LAYERS
 +
|Remove bottom layers with no water cells
 
|
 
|
 
|
 
|
Line 4,764: Line 4,779:
 
|SIGMATOP
 
|SIGMATOP
 
|A Sigma Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only). Needs Normal Sigma Below
 
|A Sigma Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only). Needs Normal Sigma Below
|-
 
| Base 2
 
|Geometry
 
|REMOVE_LAND_BOTTOM_LAYERS
 
|Keywork do remove bottom layers with no water cells
 
|
 
|
 
|
 
 
|}
 
|}
  
Line 5,726: Line 5,733:
 
|DAILY_STATISTIC
 
|DAILY_STATISTIC
 
|Performs daily integration of statistic values
 
|Performs daily integration of statistic values
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,733: Line 5,743:
 
|GEOMETRIC_MEAN
 
|GEOMETRIC_MEAN
 
|Performs geometric mean calculation for non negative parameters
 
|Performs geometric mean calculation for non negative parameters
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,740: Line 5,753:
 
|GLOBAL_STATISTIC
 
|GLOBAL_STATISTIC
 
|Performs statistic calculation of every timestep
 
|Performs statistic calculation of every timestep
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,747: Line 5,763:
 
|LAYER_DEFINITION
 
|LAYER_DEFINITION
 
|Layer definition
 
|Layer definition
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,754: Line 5,773:
 
|MAX_DEPTH
 
|MAX_DEPTH
 
|Max depth of layer
 
|Max depth of layer
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,761: Line 5,783:
 
|MAX_LAYER
 
|MAX_LAYER
 
|Max layer k index
 
|Max layer k index
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,768: Line 5,793:
 
|METHOD_STATISTIC
 
|METHOD_STATISTIC
 
|Way to perform the statistics (full matrix, layers, etc)
 
|Way to perform the statistics (full matrix, layers, etc)
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,775: Line 5,803:
 
|MIN_DEPTH
 
|MIN_DEPTH
 
|Minimum depth of layer
 
|Minimum depth of layer
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,782: Line 5,813:
 
|MIN_LAYER
 
|MIN_LAYER
 
|Layer lower index start
 
|Layer lower index start
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,789: Line 5,823:
 
|MONTHLY_STATISTIC
 
|MONTHLY_STATISTIC
 
|Performs monthly integration of statistic values
 
|Performs monthly integration of statistic values
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 5,831: Line 5,868:
 
| Land
 
| Land
 
|Runoff
 
|Runoff
| rowspan="3" |HYDRODYNAMIC_APROX
+
|ADVECTION
| rowspan="3" |The overland flow routing method.
+
|Connect/disconnect advection
 +
|0/1
 +
|Inactive/Active
 
|1
 
|1
|Kinematic Wave
+
|
| rowspan="3" |2
+
|Boolean
| rowspan="3" |
 
| rowspan="3" |Int
 
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|2
+
|ALLOW_BOUNDARY_INFLOW
|Diffusion Wave
+
|Allow water to go in the domain if boundary level is higher than water level or not and the level imposed behaves like a wall
 +
|0/1
 +
|Inactive/Active
 +
|0
 +
|
 +
|Boolean
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|3
+
|BOUNDARY_VALUE
|Dynamic Wave
+
|Imposed boundary value
 +
|
 +
|Needed if IMPOSE_BOUNDARY_VALUE : 1
 +
|
 +
|m
 +
|Real
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|MIN_WATER_COLUMN
+
|DT_FACTOR
|Minimum water column for overland flow
+
|Factor for next internal dt prediction (increase dt by the factor if stable. reduce otherwise)
 +
|
 +
|
 +
|1.25
 +
|
 +
|Real
 +
|-
 +
| Land
 +
|Runoff
 +
|DT_SPLIT_FACTOR
 +
|Factor to predict next number of iteration
 
|
 
|
 
|
 
|
|0.001
+
|2.0
|m
+
|
 
|Real
 
|Real
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|STABILIZE
+
|DYNAMIC_ADJUST_MANNING
|Connect/disconnect stability criteria
+
|
 
|0/1
 
|0/1
 
|Inactive/Active
 
|Inactive/Active
Line 5,868: Line 5,925:
 
|
 
|
 
|Boolean
 
|Boolean
 +
|-
 +
| rowspan="3" |Land
 +
| rowspan="3" |Runoff
 +
| rowspan="3" |HYDRODYNAMIC_APROX
 +
| rowspan="3" |The overland flow routing method.
 +
|1
 +
|Kinematic Wave
 +
| rowspan="3" |2
 +
| rowspan="3" |
 +
| rowspan="3" |Integer
 +
|-
 +
|2
 +
|Diffusion Wave
 +
|-
 +
|3
 +
|Dynamic Wave
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|STABILIZE_FACTOR
+
|HYDRAULIC_RADIUS_MARGINS
|Fraction of cell volume allowed for volume variation in one time step
+
|
 +
|0/1
 +
|Inactive/Active
 +
|1
 
|
 
|
|Needed if STABILIZE : 1
+
|Boolean
|0.1
 
|%
 
|Real
 
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|MIN_ITERATIONS
+
|IMPOSE_BOUNDARY_VALUE
|Minimum number of internal iteration to start asking for a lower global dt
+
|Connect/disconnect imposing boundary value
 +
|0/1
 +
|Inactive/Active
 +
|0
 
|
 
|
|
+
|Boolean
|1
 
|
 
|Int
 
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|MAX_ITERATIONS
+
|IMPOSE_MAX_VELOCITY
|Maximum number of internal iterations allowed for the module
 
 
|
 
|
 +
|0/1
 +
|Inactive/Active
 +
|0
 
|
 
|
|1024
+
|Boolean
|
 
|Int
 
 
|-
 
|-
 
| Land
 
| Land
Line 5,921: Line 5,994:
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|DT_FACTOR
+
|MAX_ITERATIONS
|Factor for next internal dt prediction (increase dt by the factor if stable. reduce otherwise)
+
|Maximum number of internal iterations allowed for the module
 
|
 
|
 
|
 
|
|1.25
+
|1024
 
|
 
|
|Real
+
|Integer
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|DT_SPLIT_FACTOR
+
|MAX_VELOCITY
|Factor to predict next number of iteration
 
 
|
 
|
 
|
 
|
|2.0
+
|Needed if IMPOSE_MAX_VELOCITY : 1
 +
|0.1
 
|
 
|
 
|Real
 
|Real
Line 5,941: Line 6,014:
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|IMPOSE_BOUNDARY_VALUE
+
|MIN_ITERATIONS
|Connect/disconnect imposing boundary value
+
|Minimum number of internal iteration to start asking for a lower global dt
|0/1
+
|
|Inactive/Active
+
|
|0
+
|1
 
|
 
|
|Boolean
+
|Integer
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|BOUNDARY_VALUE
+
|MIN_WATER_COLUMN
|Imposed boundary value
+
|Minimum water column for overland flow
 
|
 
|
|Needed if IMPOSE_BOUNDARY_VALUE : 1
 
 
|
 
|
 +
|0.001
 
|m
 
|m
 
|Real
 
|Real
Line 5,961: Line 6,034:
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|SIMPLE_CHANNEL_FLOW
+
|MIN_WATER_COLUMN_ADVECTION
 +
|Minimum water column for advection
 
|
 
|
|0/1
+
|Needed if ADVECTION : 1
|Inactive/Active
+
|0.0
|0
 
 
|
 
|
|Boolean
+
|Real
 +
|-
 +
| rowspan="2" |Land
 +
| rowspan="2" |Runoff
 +
| rowspan="2" |WATER_COLUMN_FACE
 +
| rowspan="2" |Method for computing water column in the face
 +
|1
 +
|Using maximum level and maximum bottom
 +
| rowspan="2" |1
 +
| rowspan="2" |
 +
| rowspan="2" |Integer
 +
|-
 +
|2
 +
|Using maximum level and average of bottom
 
|-
 
|-
 
| Land
 
| Land
Line 5,991: Line 6,077:
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|ADVECTION
+
|SIMPLE_CHANNEL_FLOW
|Connect/disconnect advection
+
|
 
|0/1
 
|0/1
 
|Inactive/Active
 
|Inactive/Active
|1
+
|0
 
|
 
|
 
|Boolean
 
|Boolean
Line 6,001: Line 6,087:
 
| Land
 
| Land
 
|Runoff
 
|Runoff
|MIN_WATER_COLUMN_ADVECTION
+
|STABILIZE
|Minimum water column for advection
+
|Connect/disconnect stability criteria
 +
|0/1
 +
|Inactive/Active
 +
|0
 
|
 
|
|Needed if ADVECTION : 1
+
|Boolean
|0.0
 
|
 
|Real
 
 
|-
 
|-
 
| Land
 
| Land
 
|Runoff
 
|Runoff
| rowspan="2" |WATER_COLUMN_FACE
+
|STABILIZE_FACTOR
| rowspan="2" |Method for computing water column in the face
+
|Fraction of cell volume allowed for volume variation in one time step
|1
+
|
|Using maximum level and maximum bottom
+
|Needed if STABILIZE : 1
| rowspan="2" |1
+
|0.1
| rowspan="2" |
+
|%
| rowspan="2" |Int
 
|-
 
| Land
 
|Runoff
 
|2
 
|Using maximum level and average of bottom
 
|-
 
| Land
 
|Runoff
 
|HYDRAULIC_RADIUS_MARGINS
 
|
 
|0/1
 
|Inactive/Active
 
|1
 
|
 
|Boolean
 
|-
 
| Land
 
|Runoff
 
|IMPOSE_MAX_VELOCITY
 
|
 
|0/1
 
|Inactive/Active
 
|0
 
|
 
|Boolean
 
|-
 
| Land
 
|Runoff
 
|MAX_VELOCITY
 
|
 
|
 
|Needed if IMPOSE_MAX_VELOCITY : 1
 
|0.1
 
|
 
 
|Real
 
|Real
|-
 
| Land
 
|Runoff
 
|DYNAMIC_ADJUST_MANNING
 
|
 
|0/1
 
|Inactive/Active
 
|0
 
|
 
|Boolean
 
|-
 
| Land
 
|Runoff
 
|ALLOW_BOUNDARY_INFLOW
 
|Allow water to go in the domain if boundary level is higher than water level or not and the level imposed behaves like a wall
 
|0/1
 
|Inactive/Active
 
|0
 
|
 
|Boolean
 
 
|}
 
|}
  
Line 6,128: Line 6,159:
 
|
 
|
 
|Boolean
 
|Boolean
 +
|}
 +
 +
=== Module Irrigation ===
 +
[https://github.com/Mohid-Water-Modelling-System/Mohid/blob/master/Software/MOHIDLand/ModuleIrrigation.F90 Source Code]
 +
{| class="wikitable"
 +
|-
 +
! scope="col" |Project
 +
! scope="col" |Module
 +
! scope="col" |Keyword
 +
! scope="col" |Keyword description
 +
! scope="col" |Options
 +
! scope="col" |Option description
 +
! scope="col" |Default Value
 +
! scope="col" |Units
 +
! scope="col" |Type
 
|-
 
|-
 
| Land
 
| Land
|Basin
+
|Irrigation
|
+
|ACTIVE
 
|
 
|
 
|
 
|
 
|
 
|
 +
|1
 
|
 
|
 +
|Boolean
 +
|-
 +
| Land
 +
|Irrigation
 +
|END_INSTANT_THRESHOLD
 
|
 
|
 +
|0-23
 
|
 
|
 +
|23.0
 +
|hours
 +
|Integer
 
|-
 
|-
 
| Land
 
| Land
|Basin
+
|Irrigation
 +
|GEAR_DEBIT
 
|
 
|
 
|
 
|
 
|
 
|
 +
|10.0
 +
|mm
 +
|Real
 +
|-
 +
| Land
 +
|Irrigation
 +
|GEAR_EFFICIENCY
 
|
 
|
 
|
 
|
 
|
 
|
 +
|0.85
 
|
 
|
 +
|Real
 
|-
 
|-
 
| Land
 
| Land
|Basin
+
|Irrigation
|
+
|GEAR_MAX_VEL
|
 
|
 
 
|
 
|
 
|
 
|
 
|
 
|
 +
|4.0
 
|
 
|
 +
|Real
 
|-
 
|-
 
| Land
 
| Land
|Basin
+
|Irrigation
 +
|GEAR_MIN_VEL
 
|
 
|
 
|
 
|
 
|
 
|
 +
|0.2
 
|
 
|
 +
|Real
 +
|-
 +
| rowspan="5"| Land
 +
| rowspan="5"|Irrigation
 +
| rowspan="5"|GEAR_TYPE
 +
| rowspan="5"|
 +
|1
 +
|CenterPivot
 +
| rowspan="5"|1
 +
| rowspan="5"|
 +
| rowspan="5"|Integer
 +
|-
 +
|2
 +
|LinearPivot
 +
|-
 +
|3
 +
|Sprinkler
 +
|-
 +
|4
 +
|GravitySystem
 +
|-
 +
|5
 +
|DripIrrigation
 +
|-
 +
| Land
 +
|Irrigation
 +
|HEAD_TARGET
 
|
 
|
 
|
 
|
 
|
 
|
 +
| -10.0
 +
|m
 +
|Real
 
|-
 
|-
 
| Land
 
| Land
|Basin
+
|Irrigation
|
+
|HEAD_THRESHOLD
|
 
|
 
|
 
 
|
 
|
 
|
 
|
 
|
 
|
 +
| -6.0
 +
|m
 +
|Real
 
|-
 
|-
 
| Land
 
| Land
|Basin
+
|Irrigation
 +
|MAX_CONSECUTIVE_DAYS
 
|
 
|
 
|
 
|
 
|
 
|
 +
|2
 +
|days
 +
|Integer
 +
|-
 +
| Land
 +
|Irrigation
 +
|MAX_DAILY_IRRIGATION_TIME
 
|
 
|
 
|
 
|
 
|
 
|
|
+
|86400.0
|}
+
|seconds
 
+
|Integer
=== Module Irrigation ===
 
[https://github.com/Mohid-Water-Modelling-System/Mohid/blob/master/Software/MOHIDLand/ModuleIrrigation.F90 Source Code]
 
{| class="wikitable"
 
|-
 
! scope="col" |Project
 
! scope="col" |Module
 
! scope="col" |Keyword
 
! scope="col" |Keyword description
 
! scope="col" |Options
 
! scope="col" |Option description
 
! scope="col" |Default Value
 
! scope="col" |Units
 
! scope="col" |Type
 
 
|-
 
|-
 
| Land
 
| Land
 
|Irrigation
 
|Irrigation
|ACTIVE
+
|MAX_DEPTH_TO_CHECK
 
|
 
|
 
|
 
|
 
|
 
|
|1
+
|0.2
|
+
|m
|Boolean
+
|Real
 
|-
 
|-
 
| Land
 
| Land
 
|Irrigation
 
|Irrigation
|NAME
+
|MAX_SATURATED_FRACTION
 
|
 
|
 +
|0-1
 
|
 
|
 +
|0.3
 
|
 
|
|
+
|Real
|
 
|String
 
 
|-
 
|-
 
| rowspan="3"| Land
 
| rowspan="3"| Land
Line 6,242: Line 6,335:
 
| Land
 
| Land
 
|Irrigation
 
|Irrigation
|SINGLE_SYSTEM
+
|MIN_INTERVAL_BETWEEN_EVENTS
 
|
 
|
|0/1
 
 
|
 
|
|0
 
 
|
 
|
|Boolean
+
|86400.0
 +
|seconds
 +
|Integer
 
|-
 
|-
 
| Land
 
| Land
 
|Irrigation
 
|Irrigation
|HEAD_THRESHOLD
+
|NAME
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
| -6.0
+
|String
|m
 
|Real
 
 
|-
 
|-
 
| Land
 
| Land
 
|Irrigation
 
|Irrigation
|HEAD_TARGET
+
|SATURATION_THRESHOLD
 
|
 
|
 +
|0-1
 
|
 
|
 +
|0.9
 
|
 
|
| -10.0
 
|m
 
 
|Real
 
|Real
 
|-
 
|-
 
| Land
 
| Land
 
|Irrigation
 
|Irrigation
|MIN_INTERVAL_BETWEEN_EVENTS
+
|SINGLE_SYSTEM
 
|
 
|
 +
|0/1
 
|
 
|
 +
|0
 
|
 
|
|86400.0
+
|Boolean
|seconds
 
|Integer
 
 
|-
 
|-
 
| Land
 
| Land
 
|Irrigation
 
|Irrigation
|MAX_CONSECUTIVE_DAYS
+
|START_INSTANT_THRESHOLD
 
|
 
|
 +
|0-23
 
|
 
|
|
+
|0.0
|2
+
|hours
|days
 
 
|Integer
 
|Integer
 
|-
 
|-
 
| Land
 
| Land
 
|Irrigation
 
|Irrigation
|MAX_DAILY_IRRIGATION_TIME
+
|START_TIME
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
|86400.0
 
|seconds
 
|Integer
 
|-
 
| Land
 
|Irrigation
 
|START_INSTANT_THRESHOLD
 
 
|
 
|
|0-23
 
 
|
 
|
|0.0
 
|hours
 
|Integer
 
 
|-
 
|-
 
| Land
 
| Land
 
|Irrigation
 
|Irrigation
|END_INSTANT_THRESHOLD
+
|STOP_TIME
 +
|
 
|
 
|
|0-23
 
 
|
 
|
|23.0
 
|hours
 
|Integer
 
|-
 
| Land
 
|Irrigation
 
|MAX_DEPTH_TO_CHECK
 
 
|
 
|
 
|
 
|
 
|
 
|
|0.2
+
|}
|m
+
 
|Real
+
=== Module ModulePorousMedia ===
 +
[https://github.com/Mohid-Water-Modelling-System/Mohid/blob/master/Software/MOHIDLand/ModulePorousMedia.F90 Source Code]
 +
{| class="wikitable"
 +
|-
 +
! scope="col" |Project
 +
! scope="col" |Module
 +
! scope="col" |Keyword
 +
! scope="col" |Keyword description
 +
! scope="col" |Options
 +
! scope="col" |Option description
 +
! scope="col" |Default Value
 +
! scope="col" |Units
 +
! scope="col" |Type
 +
 
 
|-
 
|-
 
| Land
 
| Land
|Irrigation
+
|PorousMedia
|SATURATION_THRESHOLD
+
|ALPHA
 +
|
 +
|
 
|
 
|
|0-1
 
 
|
 
|
|0.9
 
 
|
 
|
 
|Real
 
|Real
 
|-
 
|-
 
| Land
 
| Land
|Irrigation
+
|PorousMedia
|MAX_SATURATED_FRACTION
+
|BOTTOM_FILE 
 +
|Path to Bottom Topography File
 
|
 
|
|0-1
 
 
|
 
|
|0.3
+
| -
 
|
 
|
|Real
+
|String
 
|-
 
|-
| rowspan="5"| Land
+
| Land
| rowspan="5"|Irrigation
+
|PorousMedia
| rowspan="5"|GEAR_TYPE
+
|CALC_DRAINAGE_FLUX
| rowspan="5"|
 
|1
 
|CenterPivot
 
| rowspan="5"|1
 
| rowspan="5"|
 
| rowspan="5"|Integer
 
|-
 
|2
 
|LinearPivot
 
|-
 
|3
 
|Sprinkler
 
|-
 
|4
 
|GravitySystem
 
|-
 
|5
 
|DripIrrigation
 
|-
 
| Land
 
|Irrigation
 
|GEAR_EFFICIENCY
 
 
|
 
|
 +
|0/1
 
|
 
|
 +
|1
 
|
 
|
|0.85
+
|Boolean
|
 
|Real
 
 
|-
 
|-
 
| Land
 
| Land
|Irrigation
+
|PorousMedia
|GEAR_DEBIT
+
|CALC_HORIZONTAL
 
|
 
|
 +
|0/1
 
|
 
|
 +
|1
 
|
 
|
|10.0
+
|Boolean
|mm
 
|Real
 
 
|-
 
|-
 
| Land
 
| Land
|Irrigation
+
|PorousMedia
|GEAR_MIN_VEL
+
|COMPUTE_HYDRO_PRESSURE
 
|
 
|
 +
|0/1
 
|
 
|
 +
|1
 
|
 
|
|0.2
+
|Boolean
|
 
|Real
 
 
|-
 
|-
 
| Land
 
| Land
|Irrigation
+
|PorousMedia
|GEAR_MAX_VEL
+
|COMPUTE_SOIL_FIELD
 
|
 
|
 +
|0/1
 
|
 
|
 +
|0
 
|
 
|
|4.0
+
|Boolean
|
 
|Real
 
 
|-
 
|-
| Land
+
|rowspan=5| Land
|Irrigation
+
|rowspan=5|PorousMedia
|START_TIME
+
|rowspan=5|CONDUTIVITYFACE
|
+
|rowspan=5|Way to interpolate conducivity face
|
+
|1
|
+
|Average
|
+
|rowspan=5| 1
 +
|rowspan=5| -
 +
|rowspan=5| Integer
 +
|-
 +
|2
 +
|Maximum
 +
|-
 +
|3
 +
|Minimum
 +
|-
 +
|4
 +
|Weigthed
 +
|-
 +
|5
 +
|Geometric Average
 +
|-
 +
| Land
 +
|PorousMedia
 +
|CONTINUOUS_OUTPUT_FILE
 +
|Writes "famous" iter.log
 +
|0/1
 
|
 
|
 +
|1
 
|
 
|
 +
|Boolean
 
|-
 
|-
 
| Land
 
| Land
|Irrigation
+
|PorousMedia
|STOP_TIME
+
|CUT_OFF_THETA_HIGH
 +
|Set Theta = ThetaS when Theta > ThetaS
 
|
 
|
 
|
 
|
 +
|1e-15
 
|
 
|
 +
|Real
 +
|-
 +
| Land
 +
|PorousMedia
 +
|CUT_OFF_THETA_LOW
 +
|Disables calculation when Theta is near ThetaR
 
|
 
|
 
|
 
|
 +
|1e-6
 
|
 
|
|}
+
|Real
 
 
=== Module ModulePorousMedia ===
 
[https://github.com/Mohid-Water-Modelling-System/Mohid/blob/master/Software/MOHIDLand/ModulePorousMedia.F90 Source Code]
 
{| class="wikitable"
 
|-
 
! scope="col" |Project
 
! scope="col" |Module
 
! scope="col" |Keyword
 
! scope="col" |Keyword description
 
! scope="col" |Options
 
! scope="col" |Option description
 
! scope="col" |Default Value
 
! scope="col" |Units
 
! scope="col" |Type
 
 
 
 
|-
 
|-
 
| Land
 
| Land
 
|PorousMedia
 
|PorousMedia
|ALPHA
+
|DECREASE_DT
|
+
|Decrease of DT when iter > MAX_ITER
|
 
 
|
 
|
 
|
 
|
 +
|0.70
 
|
 
|
 
|Real
 
|Real
Line 6,460: Line 6,543:
 
| Land
 
| Land
 
|PorousMedia
 
|PorousMedia
|BOTTOM_FILE 
+
|DN_LINK
|Path to Bottom Topography File
+
|
 +
|
 +
|
 
|
 
|
 
|
 
|
| -
 
 
|
 
|
|String
 
 
|-
 
|-
 
| Land
 
| Land
 
|PorousMedia
 
|PorousMedia
|CALC_DRAINAGE_FLUX
+
|DN_LINK_AREA_METHOD
 
|
 
|
|0/1
 
 
|
 
|
|1
 
 
|
 
|
|Boolean
 
|-
 
| Land
 
|PorousMedia
 
|CALC_HORIZONTAL
 
|
 
|0/1
 
 
|
 
|
|1
 
 
|
 
|
|Boolean
+
|Integer
 
|-
 
|-
 
| Land
 
| Land
 
|PorousMedia
 
|PorousMedia
|COMPUTE_HYDRO_PRESSURE
+
|FC_K_FACTOR
 
|
 
|
|0/1
 
 
|
 
|
|1
 
 
|
 
|
|Boolean
 
|-
 
| Land
 
|PorousMedia
 
|COMPUTE_SOIL_FIELD
 
 
|
 
|
|0/1
 
 
|
 
|
|0
+
|Real
|
 
|Boolean
 
|-
 
|rowspan=5| Land
 
|rowspan=5|PorousMedia
 
|rowspan=5|CONDUTIVITYFACE
 
|rowspan=5|Way to interpolate conducivity face
 
|1
 
|Average
 
|rowspan=5| 1
 
|rowspan=5| -
 
|rowspan=5| Integer
 
|-
 
|2
 
|Maximum
 
|-
 
|3
 
|Minimum
 
|-
 
|4
 
|Weigthed
 
|-
 
|5
 
|Geometric Average
 
 
|-
 
|-
 
| Land
 
| Land
 
|PorousMedia
 
|PorousMedia
|CONTINUOUS_OUTPUT_FILE
+
|GW_SAT_FACTOR
|Writes "famous" iter.log
 
|0/1
 
 
|
 
|
|1
 
 
|
 
|
|Boolean
 
|-
 
| Land
 
|PorousMedia
 
|CUT_OFF_THETA_HIGH
 
|Set Theta = ThetaS when Theta > ThetaS
 
 
|
 
|
|
+
|0.99
|1e-15
 
 
|
 
|
 
|Real
 
|Real
Line 6,552: Line 6,583:
 
| Land
 
| Land
 
|PorousMedia
 
|PorousMedia
|CUT_OFF_THETA_LOW
+
|HEAD_LIMIT
|Disables calculation when Theta is near ThetaR
 
 
|
 
|
 
|
 
|
|1e-6
 
 
|
 
|
 +
| -100.0
 +
|m
 
|Real
 
|Real
 
|-
 
|-
 
| Land
 
| Land
 
|PorousMedia
 
|PorousMedia
|DECREASE_DT
+
|HORIZONTAL_K_FACTOR 
|Decrease of DT when iter > MAX_ITER
+
|Factor for Horizontal Conductivity = Kh / Kv
 
|
 
|
 
|
 
|
|0.70
+
|1
 
|
 
|
 
|Real
 
|Real
Line 6,572: Line 6,603:
 
| Land
 
| Land
 
|PorousMedia
 
|PorousMedia
|DN_LINK
+
|ID
 
|
 
|
 
|
 
|
Line 6,578: Line 6,609:
 
|
 
|
 
|
 
|
|
+
|Integer
|-
 
| Land
 
|PorousMedia
 
|DN_LINK_AREA_METHOD
 
|
 
|
 
|
 
|
 
|
 
|Integer
 
|-
 
| Land
 
|PorousMedia
 
|FC_K_FACTOR
 
|
 
|
 
|
 
|
 
|
 
|Real
 
|-
 
| Land
 
|PorousMedia
 
|GW_SAT_FACTOR
 
|
 
|
 
|
 
|0.99
 
|
 
|Real
 
|-
 
| Land
 
|PorousMedia
 
|HEAD_LIMIT
 
|
 
|
 
|
 
| -100.0
 
|m
 
|Real
 
|-
 
| Land
 
|PorousMedia
 
|HORIZONTAL_K_FACTOR 
 
|Factor for Horizontal Conductivity = Kh / Kv
 
|
 
|
 
|1
 
|
 
|Real
 
|-
 
| Land
 
|PorousMedia
 
|ID
 
|
 
|
 
|
 
|
 
|
 
|Integer
 
 
|-
 
|-
 
| Land
 
| Land
Line 6,902: Line 6,873:
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|RESERVOIR_FILE
+
|BOTTOM_FLUXES
|Path to reservoirs properties  File
+
|Connect or Disconnect bottom fluxes
 +
|0/1
 
|
 
|
 +
|0
 
|
 
|
|
+
|Boolean
|
 
|String
 
 
|-
 
|-
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|DISCHARGES
+
|CONTINUOUS
|Connect or Disconnect discharges
+
|Computations follow from another simulation
 
|0/1
 
|0/1
 
|
 
|
|0
 
 
|
 
|
|Integer
+
|
 +
|Boolean
 
|-
 
|-
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|SURFACE_FLUXES
+
|DISCHARGES
|Connect or Disconnect surface fluxes
+
|Connect or Disconnect discharges
 
|0/1
 
|0/1
 
|
 
|
 
|0
 
|0
 
|
 
|
|Integer
+
|Boolean
 
|-
 
|-
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|BOTTOM_FLUXES
+
|INITIAL_VOLUME_DEFAULT_METHOD
|Connect or Disconnect bottom fluxes
+
|start percentage full
 
|0/1
 
|0/1
 
|
 
|
|0
+
|
 
|
 
|
 
|Integer
 
|Integer
 
|-
 
|-
| Land
+
| rowspan="2" |Land
|Reservoirs
+
| rowspan="2" |Reservoirs
|PROP_COMPUTE_METHOD
+
| rowspan="2" |PROP_COMPUTE_METHOD
|Water properties concentration  
+
| rowspan="2" |Water properties concentration  
|1/2
 
|1 instant mixing; 2 retention time full mixing
 
 
|1
 
|1
|
+
|instant mixing
|Integer
+
| rowspan="2" |1
 +
| rowspan="2" |
 +
| rowspan="2" |Integer
 +
|-
 +
|2
 +
|retention time full mixing
 
|-
 
|-
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|CONTINUOUS
+
|RESERVOIR_FILE
|Computations follow from another simulation
+
|Path to reservoirs properties  File
|0/1
+
|
 
|
 
|
 
|
 
|
 
|
 
|
|Integer
+
|String
 
|-
 
|-
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|INITIAL_VOLUME_DEFAULT_METHOD
+
|START_PERCENTAGE_FULL
|start percentage full
+
|percentage of max volume at start
|0/1
+
|0/100.0
 
|
 
|
 
|
 
|
 
|
 
|
|Integer
+
|Real
 
|-
 
|-
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|START_PERCENTAGE_FULL
+
|SURFACE_FLUXES
|percentage of max volume at start
+
|Connect or Disconnect surface fluxes
|0/100.0
+
|0/1
 
|
 
|
 +
|0
 
|
 
|
|
+
|Boolean
|Real
 
 
|-
 
|-
 
| Land
 
| Land
Line 6,988: Line 6,962:
 
|
 
|
 
|
 
|
|Integer
+
|Boolean
 
|-
 
|-
 
| Land
 
| Land
Line 7,017: Line 6,991:
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|ID
+
|CONSTRUCTION_YEAR
|Reservoir ID
+
|The year when the reservoir begin to operate
 
|
 
|
 
|
 
|
Line 7,027: Line 7,001:
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|Name
+
|COORDINATES
|Reservoir name
+
|Longitude and latitude geographic coordenates of the reservoir
 
|
 
|
 
|
 
|
Line 7,037: Line 7,011:
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|CONSTRUCTION_YEAR
+
|DN_NODE_ID:
|The year when the reservoir begin to operate
+
|ID location of the reservoir in the Drainage Network
 
|
 
|
 
|
 
|
Line 7,047: Line 7,021:
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|COORDINATES
+
|GRID_I
|Longitude and latitude geographic coordenates of the reservoir
+
| Cell row where the reservoir is located in the GRID
|
 
 
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|
 +
|Integer
 
|-
 
|-
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|GRID_I
+
|GRID_J
| Cell row where the reservoir is located in the GRID
+
| Cell column where the reservoir is located in the GRID
 
|
 
|
 
|
 
|
Line 7,067: Line 7,041:
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|GRID_J
+
|ID
| Cell column where the reservoir is located in the GRID
+
|Reservoir ID
 
|
 
|
 
|
 
|
Line 7,077: Line 7,051:
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|DN_NODE_ID:
+
|NAME
|ID location of the reservoir in the Drainage Network
+
|Reservoir name
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|
|Integer
 
 
|-
 
|-
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|MIN_VOLUME
+
|MAX_OUTFLOW
|minimum volume the reservoir operates
+
|Maximum outflow the reservoir can operate
 
|
 
|
 
|
 
|
Line 7,107: Line 7,081:
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|OPERATION_TYPE
+
|MIN_OUTFLOW
| rowspan="5"|Type of operation for the outflow in the reservoir
+
|Enviromental flow
| 1
+
|
|Operation is defined by the water level and the outflow
 
 
|
 
|
 +
|0
 
|
 
|
|Integer
+
|Real
 
|-
 
|-
 
| Land
 
| Land
 
|Reservoirs
 
|Reservoirs
|OPERATION_TYPE
+
|MIN_VOLUME
|2
+
|minimum volume the reservoir operates
| Operation is defined by the water level and the outflow as a percentage of the inflow
+
|
 +
|
 
|
 
|
 
|
 
|
|Integer
+
|Real
 +
|-
 +
| rowspan="5" |Land
 +
| rowspan="5" |Reservoirs
 +
| rowspan="5" |OPERATION_TYPE
 +
| rowspan="5" |Type of operation for the outflow in the reservoir
 +
|1
 +
|Operation is defined by the water level and the outflow
 +
| rowspan="5" |
 +
| rowspan="5" |
 +
| rowspan="5" |Integer
 +
|-
 +
|2
 +
|Operation is defined by the water level and the outflow as a percentage of the inflow
 
|-
 
|-
| Land
 
|Reservoirs
 
|OPERATION_TYPE
 
 
|3
 
|3
 
|Operation is defined by the percentage of reservoir volume and the outflow
 
|Operation is defined by the percentage of reservoir volume and the outflow
|
 
|
 
|Integer
 
 
|-
 
|-
| Land
 
|Reservoirs
 
|OPERATION_TYPE
 
 
|4
 
|4
 
|Operation is defined by the percentage of reservoir volume and the outflow  as a percentage of the inflow
 
|Operation is defined by the percentage of reservoir volume and the outflow  as a percentage of the inflow
|
 
|
 
|Integer
 
 
|-
 
|-
| Land
 
|Reservoirs
 
|OPERATION_TYPE
 
 
|5
 
|5
 
|Operation is defined by the percentage of reservoir volume and the outflow  as a percentage of the maximum outflow
 
|Operation is defined by the percentage of reservoir volume and the outflow  as a percentage of the maximum outflow
|
 
|
 
|Integer
 
|-
 
| Land
 
|Reservoirs
 
|MIN_OUTFLOW
 
|Enviromental flow
 
|
 
|
 
|0
 
|
 
|Real
 
|-
 
| Land
 
|Reservoirs
 
|MAX_OUTFLOW
 
|Maximum outflow the reservoir can operate
 
|
 
|
 
|
 
|
 
|Real
 
 
|}
 
|}
  
Line 7,349: Line 7,299:
 
|Boolean
 
|Boolean
 
|-
 
|-
| Land
+
| rowspan="2" |Land
|Vegetation
+
| rowspan="2" |Vegetation
 
| rowspan="2" |EVOLUTION
 
| rowspan="2" |EVOLUTION
 
| rowspan="2" |Global properties evolution
 
| rowspan="2" |Global properties evolution
Line 7,356: Line 7,306:
 
|Read from file
 
|Read from file
 
| rowspan="2" | -
 
| rowspan="2" | -
|
+
| rowspan="2" |
|Integer
+
| rowspan="2" |Integer
 
|-
 
|-
| Land
 
|Vegetation
 
 
|2
 
|2
 
|Vegetation growth model
 
|Vegetation growth model
|
 
|Integer
 
 
|-
 
|-
 
| Land
 
| Land
Line 7,456: Line 7,402:
 
|Boolean
 
|Boolean
 
|-
 
|-
| Land
+
| rowspan="2" |Land
|Vegetation
+
| rowspan="2" |Vegetation
 
| rowspan="2" |MODEL_EVOLUTION
 
| rowspan="2" |MODEL_EVOLUTION
 
| rowspan="2" |Global properties evolution
 
| rowspan="2" |Global properties evolution
 
|1
 
|1
 
|Vegetation growth will NOT be modeled
 
|Vegetation growth will NOT be modeled
|rowspan="2" | -
+
| rowspan="2" | -
|
+
| rowspan="2" |
|Integer
+
| rowspan="2" |Integer
 
|-
 
|-
| Land
 
|Vegetation
 
 
|2
 
|2
 
|SWAT method will be used to model vegetation growth
 
|SWAT method will be used to model vegetation growth
|
 
|Integer
 
 
|-
 
|-
 
| Land
 
| Land
Line 7,503: Line 7,445:
 
|Boolean
 
|Boolean
 
|-
 
|-
| Land
+
| rowspan="3" |Land
|Vegetation
+
| rowspan="3" |Vegetation
 
| rowspan="3" |NUTRIENT_UPTAKE_METHOD
 
| rowspan="3" |NUTRIENT_UPTAKE_METHOD
 
| rowspan="3" | -
 
| rowspan="3" | -
 
|1
 
|1
 
|uptake is: concentration * water uptake
 
|uptake is: concentration * water uptake
|rowspan="3" |2
+
| rowspan="3" |2
|
+
| rowspan="3" |
|Integer
+
| rowspan="3" |Integer
 
|-
 
|-
| Land
 
|Vegetation
 
 
|2
 
|2
 
|SWAT based (independent of water uptake)
 
|SWAT based (independent of water uptake)
|
 
|Integer
 
 
|-
 
|-
| Land
 
|Vegetation
 
 
|3
 
|3
 
|NO nutrient uptake
 
|NO nutrient uptake
|
 
|Integer
 
 
|-
 
|-
| Land
+
| rowspan="2" |Land
|Vegetation
+
| rowspan="2" |Vegetation
 
| rowspan="2" |NUTRIENT_STRESS_METHOD
 
| rowspan="2" |NUTRIENT_STRESS_METHOD
 
| rowspan="2" | -
 
| rowspan="2" | -
 
|1
 
|1
 
|Effective/optimal
 
|Effective/optimal
|rowspan="2" |2
+
| rowspan="2" |2
|
+
| rowspan="2" |
|Integer
+
| rowspan="2" |Integer
 
|-
 
|-
| Land
 
|Vegetation
 
 
|2
 
|2
 
|SWAT based
 
|SWAT based
|
 
|Integer
 
 
|-
 
|-
 
| Land
 
| Land
Line 7,594: Line 7,524:
 
|Boolean
 
|Boolean
 
|-
 
|-
| Land
+
| rowspan="3" |Land
|Vegetation
+
| rowspan="3" |Vegetation
 
| rowspan="3" |ROOT_PROFILE
 
| rowspan="3" |ROOT_PROFILE
 
| rowspan="3" |if WATER_UPTAKE_METHOD = 1
 
| rowspan="3" |if WATER_UPTAKE_METHOD = 1
 
|1
 
|1
 
|Triangular
 
|Triangular
|rowspan="3" |1
+
| rowspan="3" |1
|
+
| rowspan="3" |
|Integer
+
| rowspan="3" |Integer
 
|-
 
|-
| Land
 
|Vegetation
 
 
|2
 
|2
 
|Constant
 
|Constant
||
 
|Integer
 
 
|-
 
|-
| Land
 
|Vegetation
 
 
|3
 
|3
 
|Exponential(SWAT-like)
 
|Exponential(SWAT-like)
||
 
|Integer
 
 
|-
 
|-
| Land
+
| rowspan="2" |Land
|Vegetation
+
| rowspan="2" |Vegetation
 
| rowspan="2" |SALINITY_STRESS_METHOD
 
| rowspan="2" |SALINITY_STRESS_METHOD
 
| rowspan="2" |if WATER_UPTAKE_METHOD = 1
 
| rowspan="2" |if WATER_UPTAKE_METHOD = 1
 
|1
 
|1
 
|Threshold/Slope
 
|Threshold/Slope
|rowspan="2" |1
+
| rowspan="2" |1
|
+
| rowspan="2" |
|Integer
+
| rowspan="2" |Integer
 
|-
 
|-
| Land
 
|Vegetation
 
 
|2
 
|2
 
|VanGenuchten(not implemented yet)
 
|VanGenuchten(not implemented yet)
|
 
|Integer
 
 
|-
 
|-
 
| Land
 
| Land
Line 7,685: Line 7,603:
 
|real
 
|real
 
|-
 
|-
| Land
+
| rowspan="2" |Land
|Vegetation
+
| rowspan="2" |Vegetation
 
| rowspan="2" |WATER_UPTAKE_METHOD
 
| rowspan="2" |WATER_UPTAKE_METHOD
 
| rowspan="2" | -
 
| rowspan="2" | -
 
|1
 
|1
 
|according to root profile
 
|according to root profile
|rowspan="2" |1
+
| rowspan="2" |1
|
+
| rowspan="2" |
|Integer
+
| rowspan="2" |Integer
 
|-
 
|-
| Land
 
|Vegetation
 
 
|2
 
|2
 
|SWAT based (exponential and thresholds)
 
|SWAT based (exponential and thresholds)
||
 
|Integer
 
 
|-
 
|-
| Land
+
| rowspan="2" |Land
|Vegetation
+
| rowspan="2" |Vegetation
 
| rowspan="2" |WATER_UPTAKE_STRESS_METHOD
 
| rowspan="2" |WATER_UPTAKE_STRESS_METHOD
 
| rowspan="2" |if WATER_UPTAKE_METHOD = 1
 
| rowspan="2" |if WATER_UPTAKE_METHOD = 1
 
|1
 
|1
 
|Feddes
 
|Feddes
|rowspan="2" |1
+
| rowspan="2" |1
|
+
| rowspan="2" |
|Integer
+
| rowspan="2" |Integer
 
|-
 
|-
| Land
 
|Vegetation
 
 
|2
 
|2
 
|VanGenuchten
 
|VanGenuchten
|
 
|Integer
 
 
|-
 
|-
 
| Land
 
| Land
Line 7,743: Line 7,653:
 
! scope="col" |Units
 
! scope="col" |Units
 
! scope="col" |Type
 
! scope="col" |Type
 
 
|-  
 
|-  
 
| Land
 
| Land
Line 7,757: Line 7,666:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|NAME
+
|FILENAME
 
|
 
|
 
|
 
|
Line 7,767: Line 7,676:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|VEGETATION_ID
+
|GRAZING_BIOMASS
|crop ID used in this practice that has correspondence to SWAT crop growth database (see growth database)
+
|grazed biomass
 
|
 
|
 
|
 
|
 
|  
 
|  
|  
+
|kh/ha.day
|Integer
+
|Real
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|PLANTING_JULIANDAY
+
|GRAZING_DAYS
|Julian day when planting will occur
+
|Days of grazing (continuous)
 
|
 
|
 
|
 
|
Line 7,787: Line 7,696:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|PLANTING_HUBASE
+
|GRAZING_FRACTION_TO_MANURE
|Percentage of POTENTIAL YEARLY HU when planting will occur
+
|fraction of grazed biomass that goes to manure in same cell and day (0-1)
 
|
 
|
 
|
 
|
Line 7,797: Line 7,706:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|MATURITY_HU
+
|GRAZING_MANURE_NFRACTION
|Total PLANT ACCUMULATED HU when reaching maturity
+
|fraction of manure biomass that is N (0-1). If not > 0 will be the plant N fraction (animal digestion did not changed ratio)
 
|
 
|
 
|
 
|
 
|  
 
|  
 
|  
 
|  
|Integer
+
|Real
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|FILENAME
+
|GRAZING_MANURE_NUREAFRACTION
|
+
|fraction of manure N that is Urea (0-1). The remainder will be organic N
 
|
 
|
 
|
 
|
 
|  
 
|  
 
|  
 
|  
|String
+
|Real
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|HARVESTKILL_JULIANDAY
+
|GRAZING_START_JULIANDAY
|julian day when harvestkill operation occur
+
|julian day when grazing will occur
 
|
 
|
 
|
 
|
Line 7,827: Line 7,736:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|HARVESTKILL_PLANTHU
+
|GRAZING_START_PLANTHU
|Percentage of PLANT ACCUMULATED HU when harvestkill operation occur
+
|Percentage of POTENTIAL YEARLY HU when grazing will occur
 
|
 
|
 
|
 
|
Line 7,834: Line 7,743:
 
|  
 
|  
 
|Real
 
|Real
 +
|-
 +
| Land
 +
|Vegetation
 +
|HARVEST_EFFICIENCY
 +
|Efficiency for harvest operation (residue if lower than 1)
 +
|
 +
|
 +
|
 +
|
 +
|Real
 
|-  
 
|-  
 
| Land
 
| Land
Line 7,857: Line 7,776:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|HARVEST_EFFICIENCY
+
|HARVESTKILL_JULIANDAY
|Efficiency for harvest operation (residue if lower than 1)
 
|
 
|
 
|
 
|
 
|Real
 
|-
 
| Land
 
|Vegetation
 
|KILL_JULIANDAY
 
 
|julian day when harvestkill operation occur
 
|julian day when harvestkill operation occur
 
|
 
|
Line 7,877: Line 7,786:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|KILL_PLANTHU
+
|HARVESTKILL_PLANTHU
|Percentage of PLANT ACCUMULATED HU when kill operation occur
+
|Percentage of PLANT ACCUMULATED HU when harvestkill operation occur
 
|
 
|
 
|
 
|
Line 7,887: Line 7,796:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|GRAZING_START_JULIANDAY
+
|KILL_JULIANDAY
|julian day when grazing will occur
+
|julian day when harvestkill operation occur
 
|
 
|
 
|
 
|
Line 7,897: Line 7,806:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|GRAZING_START_PLANTHU
+
|KILL_PLANTHU
|Percentage of POTENTIAL YEARLY HU when grazing will occur
+
|Percentage of PLANT ACCUMULATED HU when kill operation occur
 
|
 
|
 
|
 
|
Line 7,907: Line 7,816:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|GRAZING_DAYS
+
|MATURITY_HU
|Days of grazing (continuous)
+
|Total PLANT ACCUMULATED HU when reaching maturity
 
|
 
|
 
|
 
|
Line 7,927: Line 7,836:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|GRAZING_BIOMASS
+
|NAME
|grazed biomass
+
|
 
|
 
|
 
|
 
|
 
|  
 
|  
|kh/ha.day
+
|  
|Real
+
|String
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|GRAZING_FRACTION_TO_MANURE
+
|PLANTING_HUBASE
|fraction of grazed biomass that goes to manure in same cell and day (0-1)
+
|Percentage of POTENTIAL YEARLY HU when planting will occur
 
|
 
|
 
|
 
|
Line 7,947: Line 7,856:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|GRAZING_MANURE_NFRACTION
+
|PLANTING_JULIANDAY
|fraction of manure biomass that is N (0-1). If not > 0 will be the plant N fraction (animal digestion did not changed ratio)
+
|Julian day when planting will occur
 
|
 
|
 
|
 
|
 
|  
 
|  
 
|  
 
|  
|Real
+
|Integer
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|GRAZING_MANURE_NUREAFRACTION
+
|TRAMPLING_BIOMASS
|fraction of manure N that is Urea (0-1). The remainder will be organic N
+
|biomass not eaten but removed from plant and moved to soil, related to grazing efficiency
 
|
 
|
 
|
 
|
 
|  
 
|  
|  
+
|kg/ha.day
 
|Real
 
|Real
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|TRAMPLING_BIOMASS
+
|VEGETATION_ID
|biomass not eaten but removed from plant and moved to soil, related to grazing efficiency
+
|crop ID used in this practice that has correspondence to SWAT crop growth database (see growth database)
 
|
 
|
 
|
 
|
 
|  
 
|  
|kg/ha.day
+
|  
|Real
+
|Integer
 
|}
 
|}
  
Line 7,989: Line 7,898:
 
! scope="col" |Units
 
! scope="col" |Units
 
! scope="col" |Type
 
! scope="col" |Type
 +
|-
 +
| rowspan="2" | Land
 +
| rowspan="2" |Vegetation
 +
| rowspan="2" |EXPLICIT_PHOSPHORUS
 +
| rowspan="2" |
 +
|1
 +
|Explicit add phosphorus if needed
 +
| rowspan="2" | -
 +
| rowspan="2" |
 +
| rowspan="2" |Boolean
 +
|-
 +
|0
 +
|Add phosphorus if nitrogen needed (SWAT method)
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|FERTILIZER_ID
+
|FERTILIZER_APPLICATION_HU
|Fertilizer used in autofertilization (see fertilizer database)
+
|Percentage of POTENTIAL YEARLY HU when pesticide application will occur
 
|
 
|
 
|
 
|
 
|  
 
|  
 
|  
 
|  
|Integer
+
|Real
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|NITROGEN_TRESHOLD
+
|FERTILIZER_APPLICATION_JDAY
|Percentage of stress below which autofertilization starts (0-1)
+
|julian day when pesticide application will occur
 
|
 
|
 
|
 
|
 
|  
 
|  
 
|  
 
|  
|Real
+
|Integer
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|NITROGEN_APPLICATION_MAX
+
|FERTILIZER_APPLICATION_KG_HA
|Maximum amount of fertilizer in one application
+
|Amount of fertilizer applied
 
|
 
|
 
|
 
|
Line 8,022: Line 7,944:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|NITROGEN_ANNUAL_MAX
+
|FERTILIZER_CONT_DAYS
|Maximum amount of fertilizer in one year
+
|how many days of continuous application (read if FERTILIZER_CONT_ON : 1)
 
|
 
|
 
|
 
|
 
|  
 
|  
|kg/ha
+
|  
|Real
+
|Integer
 
|-
 
|-
| rowspan="2" | Land
+
| rowspan="2" |Land
 
| rowspan="2" |Vegetation
 
| rowspan="2" |Vegetation
| rowspan="2" |EXPLICIT_PHOSPHORUS
+
| rowspan="2" |FERTILIZER_CONT_ON
 
| rowspan="2" |
 
| rowspan="2" |
 
|1
 
|1
|Explicit add phosphorus if needed
+
|If this is a continuous fertilizer application
 
| rowspan="2" | -
 
| rowspan="2" | -
 
| rowspan="2" |
 
| rowspan="2" |
Line 8,041: Line 7,963:
 
|-
 
|-
 
|0
 
|0
|Add phosphorus if nitrogen needed (SWAT method)
+
|or absent if not
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|PHOSPHORUS_TRESHOLD
+
|FERTILIZER_ID
|only read if EXPLICIT_PHOSPHORUS : 1
+
|Fertilizer used in autofertilization (see fertilizer database)
 
|
 
|
 
|
 
|
 
|  
 
|  
 
|  
 
|  
|Real
+
|Integer
|-
 
| Land
 
|Vegetation
 
|PHOSPHORUS_APPLICATION_MAX
 
|only read if EXPLICIT_PHOSPHORUS : 1
 
|
 
|
 
|
 
|
 
|Real
 
|-
 
| Land
 
|Vegetation
 
|PHOSPHORUS_ANNUAL_MAX
 
|only read if EXPLICIT_PHOSPHORUS : 1
 
|
 
|
 
|
 
|
 
|Real
 
 
|-
 
|-
 
| rowspan="2" |Land
 
| rowspan="2" |Land
Line 8,088: Line 7,990:
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|FERTILIZER_APPLICATION_JDAY
+
|NITROGEN_ANNUAL_MAX
|julian day when pesticide application will occur
+
|Maximum amount of fertilizer in one year
 
|
 
|
 
|
 
|
 
|  
 
|  
|  
+
|kg/ha
|Integer
+
|Real
 
|-  
 
|-  
 
| Land
 
| Land
 
|Vegetation
 
|Vegetation
|FERTILIZER_APPLICATION_HU
+
|NITROGEN_APPLICATION_MAX
|Percentage of POTENTIAL YEARLY HU when pesticide application will occur
+
|Maximum amount of fertilizer in one application  
 
|
 
|
 
|
 
|
 
|  
 
|  
|  
+
|kg/ha
 
|Real
 
|Real
|-
+
|-  
| rowspan="2" |Land
+
| Land
| rowspan="2" |Vegetation
+
|Vegetation
| rowspan="2" |FERTILIZER_CONT_ON S
+
|NITROGEN_TRESHOLD
| rowspan="2" |
+
|Percentage of stress below which autofertilization starts (0-1)
|1
 
|If this is a continuous fertilizer application
 
| rowspan="2" | -
 
| rowspan="2" |
 
| rowspan="2" |Boolean
 
|-
 
|0
 
|or absent if not
 
|-  
 
| Land
 
|Vegetation
 
|FERTILIZER_CONT_DAYS
 
|how many days of continuous application (read if FERTILIZER_CONT_ON : 1)
 
 
|
 
|
 
|
 
|
 
|  
 
|  
 
|  
 
|  
|Integer
+
|Real
 
|-  
 
|-  
| Land
+
|Land
 
|Vegetation
 
|Vegetation
|FERTILIZER_APPLICATION_KG_HA
+
|PESTICIDE_APPLICATION_HU
|Amount of fertilizer applied
+
|Percentage of POTENTIAL YEARLY HU when pesticide application will occur
 
|
 
|
 
|
 
|
 
|  
 
|  
|kg/ha
+
|  
 
|Real
 
|Real
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|PESTICIDE_ID
+
|PESTICIDE_APPLICATION_JDAY
|Pesticide used in this application (see pesticide database)
+
|julian day when pesticide application will occur
 
|
 
|
 
|
 
|
Line 8,151: Line 8,040:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|PESTICIDE_APPLICATION_JDAY
+
|PESTICIDE_APPLICATION_KG_HA
|julian day when pesticide application will occur
+
|Amount of pesticide applied
 
|
 
|
 
|
 
|
 
|  
 
|  
|  
+
|kg/ha
|Integer
+
|Real
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|PESTICIDE_APPLICATION_HU
+
|PESTICIDE_ID
|Percentage of POTENTIAL YEARLY HU when pesticide application will occur
+
|Pesticide used in this application (see pesticide database)
 
|
 
|
 
|
 
|
 
|  
 
|  
 
|  
 
|  
|Real
+
|Integer
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|PESTICIDE_APPLICATION_KG_HA
+
|PESTICIDE_CONT_DAYS
|Amount of pesticide applied
+
|how many days of continuous application (read if PESTICIDE_CONT_ON : 1)
 
|
 
|
 
|
 
|
 
|  
 
|  
|kg/ha
+
|  
|Real
+
|Integer
 
|-
 
|-
 
| rowspan="2" |Land
 
| rowspan="2" |Land
Line 8,192: Line 8,081:
 
|or absent if not
 
|or absent if not
 
|-  
 
|-  
|Land
+
| Land
 
|Vegetation
 
|Vegetation
|PESTICIDE_CONT_DAYS
+
|PHOSPHORUS_ANNUAL_MAX
|how many days of continuous application (read if PESTICIDE_CONT_ON : 1)
+
|only read if EXPLICIT_PHOSPHORUS : 1
 
|
 
|
 
|
 
|
 
|  
 
|  
 
|  
 
|  
|Integer
+
|Real
|}
+
|-
 
+
| Land
==== Growth Database File ====
+
|Vegetation
[https://github.com/Mohid-Water-Modelling-System/Mohid/blob/master/Software/MOHIDLand/ModuleVegetation.F90 Source Code]
+
|PHOSPHORUS_APPLICATION_MAX
{| class="wikitable"
+
|only read if EXPLICIT_PHOSPHORUS : 1
|-
+
|
 +
|
 +
|
 +
|
 +
|Real
 +
|-
 +
| Land
 +
|Vegetation
 +
|PHOSPHORUS_TRESHOLD
 +
|only read if EXPLICIT_PHOSPHORUS : 1
 +
|
 +
|
 +
|
 +
|
 +
|Real
 +
|}
 +
 
 +
==== Growth Database File ====
 +
[https://github.com/Mohid-Water-Modelling-System/Mohid/blob/master/Software/MOHIDLand/ModuleVegetation.F90 Source Code]
 +
{| class="wikitable"
 +
|-
 
! scope="col" |Project
 
! scope="col" |Project
 
! scope="col" |Module
 
! scope="col" |Module
Line 8,219: Line 8,128:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|PLANT_TYPE
+
|BASE_TEMPERATURE
 
|
 
|
 
|
 
|
Line 8,225: Line 8,134:
 
|  
 
|  
 
|  
 
|  
|Integer
+
|Real
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_NITROGENFRACTION_N1
+
|BIOMASS_ENERGY_RATIO
 
|
 
|
 
|
 
|
Line 8,239: Line 8,148:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_NITROGENFRACTION_N2
+
|BIOMASS_ENERGY_RATIO_HIGH
 
|
 
|
 
|
 
|
Line 8,249: Line 8,158:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_NITROGENFRACTION_N3
+
|BIOMASS_FRAC_REMOVED_DORMANCY
 
|
 
|
 
|
 
|
Line 8,259: Line 8,168:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_PHOSPHORUSFRACTION_P1
+
|CANOPY_HEIGHT_MAX
 
|
 
|
 
|
 
|
Line 8,269: Line 8,178:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_PHOSPHORUSFRACTION_P2
+
|CO2_HIGH
 
|
 
|
 
|
 
|
Line 8,279: Line 8,188:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_PHOSPHORUSFRACTION_P3
+
|GROWFRACTION_1
 
|
 
|
 
|
 
|
Line 8,289: Line 8,198:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|BASE_TEMPERATURE
+
|GROWFRACTION_2
 
|
 
|
 
|
 
|
Line 8,299: Line 8,208:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_TEMPERATURE
+
|GROWFRACTION_LAIDECLINE
 
|
 
|
 
|
 
|
Line 8,309: Line 8,218:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|RADIATION_EXTINCTION_COEF
+
|LAI_MAX
 
|
 
|
 
|
 
|
Line 8,319: Line 8,228:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|BIOMASS_ENERGY_RATIO
+
|LAI_MIN_DORMANCY
 
|
 
|
 
|
 
|
Line 8,329: Line 8,238:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|CO2_HIGH
+
|MINIMUM_HARVEST_INDEX
 
|
 
|
 
|
 
|
Line 8,339: Line 8,248:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|BIOMASS_ENERGY_RATIO_HIGH
+
|OPTIMAL_HARVEST_INDEX
 
|
 
|
 
|
 
|
Line 8,349: Line 8,258:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|RUE_DECLINE_RATE
+
|OPTIMAL_LAIMAXFRACTION_1
 
|
 
|
 
|
 
|
Line 8,359: Line 8,268:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|LAI_MAX
+
|OPTIMAL_LAIMAXFRACTION_2
 
|
 
|
 
|
 
|
Line 8,369: Line 8,278:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_LAIMAXFRACTION_1
+
|OPTIMAL_NITROGENFRACTION_N1
 
|
 
|
 
|
 
|
Line 8,379: Line 8,288:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_LAIMAXFRACTION_2
+
|OPTIMAL_NITROGENFRACTION_N2
 
|
 
|
 
|
 
|
Line 8,389: Line 8,298:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|GROWFRACTION_1
+
|OPTIMAL_NITROGENFRACTION_N3
 
|
 
|
 
|
 
|
Line 8,399: Line 8,308:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|GROWFRACTION_2
+
|OPTIMAL_PHOSPHORUSFRACTION_P1
 
|
 
|
 
|
 
|
Line 8,409: Line 8,318:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|GROWFRACTION_LAIDECLINE
+
|OPTIMAL_PHOSPHORUSFRACTION_P2
 
|
 
|
 
|
 
|
Line 8,419: Line 8,328:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|ROOT_DEPTH_MAX
+
|OPTIMAL_PHOSPHORUSFRACTION_P3
 
|
 
|
 
|
 
|
Line 8,429: Line 8,338:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|CANOPY_HEIGHT_MAX
+
|OPTIMAL_TEMPERATURE
 
|
 
|
 
|
 
|
Line 8,439: Line 8,348:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|OPTIMAL_HARVEST_INDEX
+
|PLANT_TYPE
 
|
 
|
 
|
 
|
Line 8,445: Line 8,354:
 
|  
 
|  
 
|  
 
|  
|Real
+
|Integer
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|MINIMUM_HARVEST_INDEX
+
|RADIATION_EXTINCTION_COEF
 
|
 
|
 
|
 
|
Line 8,459: Line 8,368:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|YELD_NITROGENFRACTION
+
|ROOT_DEPTH_MAX
 
|
 
|
 
|
 
|
Line 8,469: Line 8,378:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|YELD_PHOSPHORUSFRACTION
+
|RUE_DECLINE_RATE
 
|
 
|
 
|
 
|
Line 8,479: Line 8,388:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|TREE_YEARSTOMATURITY
+
|TREE_MAXIMUMBIOMASS
 
|
 
|
 
|
 
|
Line 8,485: Line 8,394:
 
|  
 
|  
 
|  
 
|  
|Integer
+
|Real
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|TREE_MAXIMUMBIOMASS
+
|TREE_YEARSTOMATURITY
 
|
 
|
 
|
 
|
Line 8,495: Line 8,404:
 
|  
 
|  
 
|  
 
|  
|Real
+
|Integer
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|BIOMASS_FRAC_REMOVED_DORMANCY
+
|YELD_NITROGENFRACTION
 
|
 
|
 
|
 
|
Line 8,509: Line 8,418:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|LAI_MIN_DORMANCY
+
|YELD_PHOSPHORUSFRACTION
 
|
 
|
 
|
 
|
Line 8,534: Line 8,443:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|PESTICIDE_ID
+
|PESTICIDE_APPLICATION_JDAY
|
+
|julian day when pesticide application will occur
 
|
 
|
 
|
 
|
Line 8,544: Line 8,453:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|PESTICIDE_NAME
+
|PESTICIDE_APPLICATION_KG_HA
|
+
|Amount of pesticide applied
 
|
 
|
 
|
 
|
 
|  
 
|  
|  
+
|kg/ha
|String
+
|Real
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|PESTICIDE_APPLICATION_JDAY
+
|PESTICIDE_ID
|julian day when pesticide application will occur
+
|
 
|
 
|
 
|
 
|
Line 8,564: Line 8,473:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|PESTICIDE_APPLICATION_KG_HA
+
|PESTICIDE_NAME
|Amount of pesticide applied
+
|
 
|
 
|
 
|
 
|
 
|  
 
|  
|kg/ha
+
|  
|Real
+
|String
 
|}
 
|}
  
Line 8,589: Line 8,498:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|FERTILIZER_ID
+
|AMMONIA_FRACTION_IN_MINERAL_N
 
|
 
|
 
|
 
|
Line 8,595: Line 8,504:
 
|  
 
|  
 
|  
 
|  
|Integer
+
|Real
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|FERTILIZER_NAME
+
|FERTILIZER_ID
 
|
 
|
 
|
 
|
Line 8,605: Line 8,514:
 
|  
 
|  
 
|  
 
|  
|String
+
|Integer
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|MINERAL_N_FRACTION_IN_FERTILIZER
+
|FERTILIZER_FRACTION_IN_SURFACE
 
|
 
|
 
|
 
|
Line 8,619: Line 8,528:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|ORGANIC_N_FRACTION_IN_FERTILIZER
+
|FERTILIZER_NAME
 
|
 
|
 
|
 
|
Line 8,625: Line 8,534:
 
|  
 
|  
 
|  
 
|  
|Real
+
|String
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|AMMONIA_FRACTION_IN_MINERAL_N
+
|MINERAL_N_FRACTION_IN_FERTILIZER
 
|
 
|
 
|
 
|
Line 8,649: Line 8,558:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|ORGANIC_P_FRACTION_IN_FERTILIZER
+
|ORGANIC_N_FRACTION_IN_FERTILIZER
 
|
 
|
 
|
 
|
Line 8,659: Line 8,568:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|FERTILIZER_FRACTION_IN_SURFACE
+
|ORGANIC_P_FRACTION_IN_FERTILIZER
 
|
 
|
 
|
 
|
Line 8,684: Line 8,593:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|VEGETATION_ID
+
|FEDDES_H1
 +
|higher head for transpiration (saturation and oxygen loss)
 +
|
 
|
 
|
 +
|
 +
|m
 +
|Real
 +
|-
 +
|Land
 +
|Vegetation
 +
|FEDDES_H2
 +
|1st optimal head for transpiration
 
|
 
|
 
|
 
|
 
|  
 
|  
|  
+
|m
|Integer
+
|Real
 
|-  
 
|-  
|rowspan="3" |Land
+
|Land
|rowspan="3" |Vegetation
 
|rowspan="3" |FEDDES_TYPE
 
|rowspan="3" |
 
|1
 
|Normal
 
|rowspan="3" | 1
 
|rowspan="3" | -
 
|rowspan="3" |Integer
 
|-
 
|2
 
|With points
 
|-
 
|3
 
|Variable consoant the transpiration
 
|-
 
|Land
 
|Vegetation
 
|FEDDES_H1
 
|higher head for transpiration (saturation and oxygen loss)
 
|
 
|
 
|
 
|m
 
|Real
 
|-
 
|Land
 
|Vegetation
 
|FEDDES_H2
 
|1st optimal head for transpiration
 
|
 
|
 
|
 
|m
 
|Real
 
|-
 
|Land
 
 
|Vegetation
 
|Vegetation
 
|FEDDES_H3
 
|FEDDES_H3
Line 8,788: Line 8,671:
 
|Real
 
|Real
 
|-  
 
|-  
|rowspan="2" |Land
+
|rowspan="3" |Land
|rowspan="2" |Vegetation
+
|rowspan="3" |Vegetation
|rowspan="2" |USE_SALINITY
+
|rowspan="3" |FEDDES_TYPE
|rowspan="2" |
+
|rowspan="3" |
 
|1
 
|1
|Yes
+
|Normal
|rowspan="2" | 0
+
|rowspan="3" | 1
|rowspan="2" | -  
+
|rowspan="3" | -
|rowspan="2" |Boolean
+
|rowspan="3" |Integer
|-
+
|-
|0
+
|2
|No
+
|With points
 +
|-  
 +
|3
 +
|Variable consoant the transpiration
 
|-  
 
|-  
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|SALINITY_STRESS_THRESHOLD
+
|SALINITY_STRESS_SLOPE
 
|
 
|
 
|
 
|
Line 8,813: Line 8,699:
 
|Land
 
|Land
 
|Vegetation
 
|Vegetation
|SALINITY_STRESS_SLOPE
+
|SALINITY_STRESS_THRESHOLD
 
|
 
|
 
|
 
|
Line 8,836: Line 8,722:
 
|3  
 
|3  
 
|Min of all
 
|Min of all
 +
|-
 
|-  
 
|-  
|}
+
|rowspan="2" |Land
 
+
|rowspan="2" |Vegetation
==MOHID Water==
+
|rowspan="2" |USE_SALINITY
 
+
|rowspan="2" |
 +
|1
 +
|Yes
 +
|rowspan="2" | 0
 +
|rowspan="2" | -
 +
|rowspan="2" |Boolean
 +
|-
 +
|0
 +
|No
 +
|-
 +
|Land
 +
|Vegetation
 +
|VEGETATION_ID
 +
|
 +
|
 +
|
 +
|
 +
|
 +
|Integer
 +
|}
 +
 
 +
==MOHID Water==
 +
 
 
=== Module Assimilation===
 
=== Module Assimilation===
 
[https://github.com/Mohid-Water-Modelling-System/Mohid/blob/master/Software/MOHIDWater/ModuleAssimilation.F90 Source Code]
 
[https://github.com/Mohid-Water-Modelling-System/Mohid/blob/master/Software/MOHIDWater/ModuleAssimilation.F90 Source Code]
Line 8,859: Line 8,768:
 
|COLD_RELAX_PERIOD
 
|COLD_RELAX_PERIOD
 
|Period of time along which relaxation has a linear increase
 
|Period of time along which relaxation has a linear increase
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 8,866: Line 8,778:
 
|DESCRIPTION
 
|DESCRIPTION
 
|Short description about the assimilation property
 
|Short description about the assimilation property
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Assimilation
+
| rowspan="2" |Assimilation
 
| rowspan="2" |DIMENSION
 
| rowspan="2" |DIMENSION
 
| rowspan="2" |Number of dimensions of the assimilation field
 
| rowspan="2" |Number of dimensions of the assimilation field
 
|2
 
|2
 
|Two-Dimensional property
 
|Two-Dimensional property
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Assimilation
 
 
|3
 
|3
 
|Three-Dimensional property
 
|Three-Dimensional property
Line 8,885: Line 8,801:
 
|NAME
 
|NAME
 
|Name of the assimilation property
 
|Name of the assimilation property
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 8,892: Line 8,811:
 
|OUTPUT_HDF
 
|OUTPUT_HDF
 
|Output HDF results for assimilation property
 
|Output HDF results for assimilation property
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 8,899: Line 8,821:
 
|OUTPUT_TIME
 
|OUTPUT_TIME
 
|Vector with instants (starting from 0) when to perform outputs. The last number in the vector is the time step to perform the remaining outputs.  
 
|Vector with instants (starting from 0) when to perform outputs. The last number in the vector is the time step to perform the remaining outputs.  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 8,906: Line 8,831:
 
|TIME_SERIE
 
|TIME_SERIE
 
|Output time series for assimilation property
 
|Output time series for assimilation property
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 8,913: Line 8,841:
 
|TIME_SERIE_LOCATION
 
|TIME_SERIE_LOCATION
 
|Path to time serie locations file
 
|Path to time serie locations file
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Assimilation
+
| rowspan="3" |Assimilation
 
| rowspan="3" |TYPE_ZUV
 
| rowspan="3" |TYPE_ZUV
 
| rowspan="3" |Reference of the field to the grid.
 
| rowspan="3" |Reference of the field to the grid.
 
|U
 
|U
 
|Variable is referenced to the XX faces of the control volume
 
|Variable is referenced to the XX faces of the control volume
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Assimilation
 
 
|V
 
|V
 
|Variable is referenced to the YY faces of the control volume
 
|Variable is referenced to the YY faces of the control volume
 
|-
 
|-
| Water
 
|Assimilation
 
 
|Z
 
|Z
 
|Variable is defined in the center of the control volume
 
|Variable is defined in the center of the control volume
Line 8,937: Line 8,867:
 
|UNITS
 
|UNITS
 
|Assimilation property units
 
|Assimilation property units
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 8,969: Line 8,902:
 
|BOXFLUXES
 
|BOXFLUXES
 
|Path to boxes file. If specified in input data file, computes box integration based on the defined file.
 
|Path to boxes file. If specified in input data file, computes box integration based on the defined file.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 8,976: Line 8,912:
 
|COMPUTE_SHEAR_STRESS
 
|COMPUTE_SHEAR_STRESS
 
|Compute shear stress or read from file
 
|Compute shear stress or read from file
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 8,983: Line 8,922:
 
|CONSOLIDATION
 
|CONSOLIDATION
 
|Specifies if consolidation is to be computed
 
|Specifies if consolidation is to be computed
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 8,992: Line 8,934:
 
|
 
|
 
|
 
|
|-
+
|
 +
|
 +
|
 +
|-
 
| Water
 
| Water
 
|Consolidation
 
|Consolidation
 
|CONTINUOUS
 
|CONTINUOUS
 
|Speficies if initialization is based in previous run
 
|Speficies if initialization is based in previous run
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,004: Line 8,952:
 
|CSE_COEF
 
|CSE_COEF
 
|Coeficient to compute exponential increase of critical shear stress for erosion with depth
 
|Coeficient to compute exponential increase of critical shear stress for erosion with depth
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,011: Line 8,962:
 
|DECAYMENT
 
|DECAYMENT
 
|Computes porosity decayment (compaction) inside the sediment compartment
 
|Computes porosity decayment (compaction) inside the sediment compartment
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,018: Line 8,972:
 
|DECAYTIME
 
|DECAYTIME
 
|Decay factor for consolidation
 
|Decay factor for consolidation
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,025: Line 8,982:
 
|INFINITE_CSE
 
|INFINITE_CSE
 
|Maximum critical shear stress for erosion
 
|Maximum critical shear stress for erosion
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,032: Line 8,992:
 
|MAX_THICKNESS
 
|MAX_THICKNESS
 
|Maximum layer thickness allowed for a sediment layer
 
|Maximum layer thickness allowed for a sediment layer
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,039: Line 9,002:
 
|MIN_THICKNESS
 
|MIN_THICKNESS
 
|Minimum thickness allowed for a sediment layer
 
|Minimum thickness allowed for a sediment layer
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,046: Line 9,012:
 
|OUTPUT_HDF
 
|OUTPUT_HDF
 
|Output HDF results
 
|Output HDF results
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,053: Line 9,022:
 
|OUTPUT_TIME
 
|OUTPUT_TIME
 
|Vector with instants (starting from 0) when to perform outputs. The last number in the vector is the time step to perform the remaining outputs.  
 
|Vector with instants (starting from 0) when to perform outputs. The last number in the vector is the time step to perform the remaining outputs.  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,060: Line 9,032:
 
|SURFACE_CSE
 
|SURFACE_CSE
 
|Critical shear stress for erosion for the top layer
 
|Critical shear stress for erosion for the top layer
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,067: Line 9,042:
 
|TIME_SERIE
 
|TIME_SERIE
 
|Output time series
 
|Output time series
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,099: Line 9,077:
 
|CHS
 
|CHS
 
|Hindered settling concentration threshold
 
|Hindered settling concentration threshold
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,106: Line 9,087:
 
|DEPOSITION
 
|DEPOSITION
 
|Compute deposition for particulate property
 
|Compute deposition for particulate property
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|FreeVerticalMovement
+
| rowspan="2" |FreeVerticalMovement
 
| rowspan="2" |FREEVERT_IMPEXP_ADV
 
| rowspan="2" |FREEVERT_IMPEXP_ADV
 
| rowspan="2" |Coeficient to compute vertical movement through implicit or explicit methods
 
| rowspan="2" |Coeficient to compute vertical movement through implicit or explicit methods
 
|0.0
 
|0.0
 
|Implicit
 
|Implicit
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|FreeVerticalMovement
 
 
|1.0
 
|1.0
 
|Explicit
 
|Explicit
Line 9,125: Line 9,110:
 
|KL
 
|KL
 
|Parameter to compute settling velocity based on cohesive sediment concentration
 
|Parameter to compute settling velocity based on cohesive sediment concentration
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,132: Line 9,120:
 
|KL1
 
|KL1
 
|Parameter to compute settling velocity based on cohesive sediment concentration
 
|Parameter to compute settling velocity based on cohesive sediment concentration
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,139: Line 9,130:
 
|M
 
|M
 
|Parameter to compute settling velocity based on cohesive sediment concentration
 
|Parameter to compute settling velocity based on cohesive sediment concentration
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,146: Line 9,140:
 
|ML
 
|ML
 
|Parameter to compute settling velocity based on cohesive sediment concentration
 
|Parameter to compute settling velocity based on cohesive sediment concentration
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,153: Line 9,150:
 
|SALTINT
 
|SALTINT
 
|Definition of free vertical movement being function of salinity
 
|Definition of free vertical movement being function of salinity
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,160: Line 9,160:
 
|SALTINTVALUE
 
|SALTINTVALUE
 
|Salinity limit. For salinity values smaller the settling velocity is zero. For salinity values greater then this limit the settling velocity is computed/prescribed.
 
|Salinity limit. For salinity values smaller the settling velocity is zero. For salinity values greater then this limit the settling velocity is computed/prescribed.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|FreeVerticalMovement
+
| rowspan="2" |FreeVerticalMovement
 
| rowspan="2" |WS_TYPE
 
| rowspan="2" |WS_TYPE
 
| rowspan="2" |Method to compute settling velocity
 
| rowspan="2" |Method to compute settling velocity
 
|1
 
|1
 
|Prescribe a constant settling velocity for particulate property
 
|Prescribe a constant settling velocity for particulate property
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|FreeVerticalMovement
 
 
|2
 
|2
 
|Compute settling velocity as function of cohesive sediment concentration
 
|Compute settling velocity as function of cohesive sediment concentration
|-
 
| Water
 
|FreeVerticalMovement
 
|ws_value
 
|
 
|
 
|
 
 
|-
 
|-
 
| Water
 
| Water
Line 9,211: Line 9,208:
 
|ADV_METHOD_H
 
|ADV_METHOD_H
 
|Defines the horizontal numerical method of advection.
 
|Defines the horizontal numerical method of advection.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,217: Line 9,217:
 
|Hydrodynamic
 
|Hydrodynamic
 
|ADV_METHOD_V
 
|ADV_METHOD_V
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,225: Line 9,228:
 
|ATM_PRESSURE
 
|ATM_PRESSURE
 
|Checks if the user wants to consider the effect of the Atmospheric Pressure
 
|Checks if the user wants to consider the effect of the Atmospheric Pressure
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Hydrodynamic
+
| rowspan="3" |Hydrodynamic
 
| rowspan="3" |ATM_PRESSURE_TYPE
 
| rowspan="3" |ATM_PRESSURE_TYPE
 
| rowspan="3" |Defines the atmospheric reference field
 
| rowspan="3" |Defines the atmospheric reference field
 
|0  
 
|0  
 
|no atmospheric reference field
 
|no atmospheric reference field
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|1
 
|1
 
|use "atmospheric pressure" from Module Atmosphere
 
|use "atmospheric pressure" from Module Atmosphere
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|2
 
|2
 
|use "mslp" (aka Mean Sea Level Pressure) from Module Atmosphere
 
|use "mslp" (aka Mean Sea Level Pressure) from Module Atmosphere
Line 9,249: Line 9,254:
 
|BAROCLINIC
 
|BAROCLINIC
 
|Checks if the user pretends to compute the baroclinic pressure
 
|Checks if the user pretends to compute the baroclinic pressure
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,255: Line 9,263:
 
|Hydrodynamic
 
|Hydrodynamic
 
|BAROCLINIC_METHOD
 
|BAROCLINIC_METHOD
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,262: Line 9,273:
 
|Hydrodynamic
 
|Hydrodynamic
 
|BAROCLINIC_OBC_DISCRET
 
|BAROCLINIC_OBC_DISCRET
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,269: Line 9,283:
 
|Hydrodynamic
 
|Hydrodynamic
 
|BAROCLINIC_POLIDEGREE
 
|BAROCLINIC_POLIDEGREE
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Hydrodynamic
+
| rowspan="3" |Hydrodynamic
 
| rowspan="3" |BAROCLINIC_RADIATION
 
| rowspan="3" |BAROCLINIC_RADIATION
 
| rowspan="3" |Check if the user wants to radiate internal tides
 
| rowspan="3" |Check if the user wants to radiate internal tides
 
|0
 
|0
 
|No radiation
 
|No radiation
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|1
 
|1
 
|Horizontal
 
|Horizontal
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|2
 
|2
 
|Vertical
 
|Vertical
Line 9,293: Line 9,309:
 
|Hydrodynamic
 
|Hydrodynamic
 
|BAROCLINIC_WAVE_DT
 
|BAROCLINIC_WAVE_DT
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,300: Line 9,319:
 
|Hydrodynamic
 
|Hydrodynamic
 
|begin_dragcoef
 
|begin_dragcoef
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,308: Line 9,330:
 
|BIHARMONIC
 
|BIHARMONIC
 
|Check if the user wants to compute the horizontal diffusion of momentum with a bi-harmonic formulation
 
|Check if the user wants to compute the horizontal diffusion of momentum with a bi-harmonic formulation
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,315: Line 9,340:
 
|BIHARMONIC_COEF
 
|BIHARMONIC_COEF
 
|horizontal diffusion ocefficent used when the bi-harmonic option is on
 
|horizontal diffusion ocefficent used when the bi-harmonic option is on
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,322: Line 9,350:
 
|BOTTOMVISC_COEF
 
|BOTTOMVISC_COEF
 
|Factor that multiplies diffusion number for imposing a maximum viscosity at bottom layer  
 
|Factor that multiplies diffusion number for imposing a maximum viscosity at bottom layer  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,329: Line 9,360:
 
|BOTTOMVISC_LIM
 
|BOTTOMVISC_LIM
 
|Limitation of viscosity at the bottom due to semi-implicit discretization of shear stress on hydrodynamic equations.
 
|Limitation of viscosity at the bottom due to semi-implicit discretization of shear stress on hydrodynamic equations.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,336: Line 9,370:
 
|BOTTOMWATERFLUX
 
|BOTTOMWATERFLUX
 
|Checks if the user want to consider the effect of the soil infiltration or consolidation
 
|Checks if the user want to consider the effect of the soil infiltration or consolidation
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,343: Line 9,380:
 
|BOUNDARYBAROCLINIC
 
|BOUNDARYBAROCLINIC
 
|Check if the user wants to compute the baroclinic force in the boundary faces
 
|Check if the user wants to compute the baroclinic force in the boundary faces
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,350: Line 9,390:
 
|BOUNDARYFILE
 
|BOUNDARYFILE
 
|The file name of 3D file where the relaxation coefficient are.  
 
|The file name of 3D file where the relaxation coefficient are.  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,359: Line 9,402:
 
|
 
|
 
|
 
|
|-
+
|
 +
|
 +
|
 +
|-
 
| Water
 
| Water
 
|Hydrodynamic
 
|Hydrodynamic
 
|BRCORIOLIS
 
|BRCORIOLIS
 
|Checks if the user wants to relax the coriolis force
 
|Checks if the user wants to relax the coriolis force
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,370: Line 9,419:
 
|Hydrodynamic
 
|Hydrodynamic
 
|BRFORCE
 
|BRFORCE
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,378: Line 9,430:
 
|BRROX
 
|BRROX
 
|Checks if the user wants to relax the baroclinic force
 
|Checks if the user wants to relax the baroclinic force
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,385: Line 9,440:
 
|BRTRANSPORT
 
|BRTRANSPORT
 
|Checks if the user wants to relax the horizontal momentum transport
 
|Checks if the user wants to relax the horizontal momentum transport
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,392: Line 9,450:
 
|BRVELOCITY
 
|BRVELOCITY
 
|Checks if the user wants to relax the horizontal velocity  
 
|Checks if the user wants to relax the horizontal velocity  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,399: Line 9,460:
 
|BRWATERLEVEL
 
|BRWATERLEVEL
 
|Checks if the user wants to relax the water level  
 
|Checks if the user wants to relax the water level  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,405: Line 9,469:
 
|Hydrodynamic
 
|Hydrodynamic
 
|CELERITY_TYPE
 
|CELERITY_TYPE
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,413: Line 9,480:
 
|CENTRIFUGAL
 
|CENTRIFUGAL
 
|Checks if the user want to consider the CENTRIFUGAL force. By default the CENTRIFUGAL force is not compute
 
|Checks if the user want to consider the CENTRIFUGAL force. By default the CENTRIFUGAL force is not compute
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,420: Line 9,490:
 
|CONSERVATIVE_HOR_DIF
 
|CONSERVATIVE_HOR_DIF
 
|Check if the user wants to compute the horizontal diffusion in a conservative way.
 
|Check if the user wants to compute the horizontal diffusion in a conservative way.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,427: Line 9,500:
 
|CONTINUOUS
 
|CONTINUOUS
 
|Checks if the user pretends to continue a old run
 
|Checks if the user pretends to continue a old run
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,434: Line 9,510:
 
|CORIOLIS
 
|CORIOLIS
 
|Checks  if the user pretends to compute the coriolis force effect
 
|Checks  if the user pretends to compute the coriolis force effect
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,441: Line 9,520:
 
|CORRECT_WATERLEVEL
 
|CORRECT_WATERLEVEL
 
|check if the user wants to corrected the water level when it is lower than a reference water level
 
|check if the user wants to corrected the water level when it is lower than a reference water level
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,450: Line 9,532:
 
|
 
|
 
|
 
|
 +
|
 +
|
 +
|Boolean
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Hydrodynamic
+
| rowspan="3" |Hydrodynamic
 
| rowspan="3" |CYCLIC_DIRECTION
 
| rowspan="3" |CYCLIC_DIRECTION
 
| rowspan="3" |Check along which direction the user wants to impose a CYCLIC boundary condition
 
| rowspan="3" |Check along which direction the user wants to impose a CYCLIC boundary condition
 
|DirectionX_
 
|DirectionX_
 
|Direction x
 
|Direction x
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|DirectionY_
 
|DirectionY_
 
|Direction Y
 
|Direction Y
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|DirectionXY_
 
|DirectionXY_
 
|Directions X and Y
 
|Directions X and Y
Line 9,474: Line 9,558:
 
|
 
|
 
|
 
|
 +
|
 +
|
 +
|Boolean
 
|-
 
|-
 
| Water
 
| Water
Line 9,479: Line 9,566:
 
|DEADZONE
 
|DEADZONE
 
|Check if the user wants to define a dead zone where the submodel do not look for information in the father model.
 
|Check if the user wants to define a dead zone where the submodel do not look for information in the father model.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,486: Line 9,576:
 
|DEADZONE_FILE
 
|DEADZONE_FILE
 
|Its a griddata file, filled with 0s and 1s indicating which cells are deadzone and which cells are not.
 
|Its a griddata file, filled with 0s and 1s indicating which cells are deadzone and which cells are not.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,492: Line 9,585:
 
|Hydrodynamic
 
|Hydrodynamic
 
|DECAY_IN
 
|DECAY_IN
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,499: Line 9,595:
 
|Hydrodynamic
 
|Hydrodynamic
 
|DECAY_OUT
 
|DECAY_OUT
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Hydrodynamic
+
| rowspan="2" |Hydrodynamic
 
| rowspan="2" |DISCRETIZATION
 
| rowspan="2" |DISCRETIZATION
 
| rowspan="2" |Check what type of implicit discretization in time is choose for the global equations
 
| rowspan="2" |Check what type of implicit discretization in time is choose for the global equations
 
|1
 
|1
 
|Abbott Scheme - 4 equations per iteration
 
|Abbott Scheme - 4 equations per iteration
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|2
 
|2
 
|Leendertse Scheme - 6 equations per iteration
 
|Leendertse Scheme - 6 equations per iteration
Line 9,518: Line 9,618:
 
|Hydrodynamic
 
|Hydrodynamic
 
|DT_OUTPUT_TIME
 
|DT_OUTPUT_TIME
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,526: Line 9,629:
 
|ENERGY
 
|ENERGY
 
|Check if the user want to compute the potential and kinetic energy of the entire domain
 
|Check if the user want to compute the potential and kinetic energy of the entire domain
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,532: Line 9,638:
 
|Hydrodynamic
 
|Hydrodynamic
 
|ENERGY_DT
 
|ENERGY_DT
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,539: Line 9,648:
 
|Hydrodynamic
 
|Hydrodynamic
 
|ENERGY_WINDOW
 
|ENERGY_WINDOW
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,547: Line 9,659:
 
|ENTERING_WAVE
 
|ENTERING_WAVE
 
|Checks if the wave imposed in the boundary is entering in the domain or leaving it
 
|Checks if the wave imposed in the boundary is entering in the domain or leaving it
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="5" |Water
|Hydrodynamic
+
| rowspan="5" |Hydrodynamic
 
| rowspan="5" |EVOLUTION
 
| rowspan="5" |EVOLUTION
 
| rowspan="5" |Checks out if the user pretends to actualize the hydrodynamic properties computing the equations or reading them from a file there is also the possibility of read the residual flow of the last run and maintain the instant properties equal to the residual ones. The user can also say that the hydrodynamic properties have always null value.
 
| rowspan="5" |Checks out if the user pretends to actualize the hydrodynamic properties computing the equations or reading them from a file there is also the possibility of read the residual flow of the last run and maintain the instant properties equal to the residual ones. The user can also say that the hydrodynamic properties have always null value.
 
|No_hydrodynamic
 
|No_hydrodynamic
 
|No hydrodynamic
 
|No hydrodynamic
 +
| rowspan="5" |
 +
| rowspan="5" |
 +
| rowspan="5" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|Read_File
 
|Read_File
 
|Read File
 
|Read File
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|Residual_hydrodynamic
 
|Residual_hydrodynamic
 
|Residual hydrodynamic
 
|Residual hydrodynamic
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|Solve_Equations
 
|Solve_Equations
 
|Solve equations
 
|Solve equations
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|Vertical1D
 
|Vertical1D
 
|1D vertical model of the water column. Only coriolis and wind stress. Neuman conditions of horizontal null gradient are imposed for velocities and water level.
 
|1D vertical model of the water column. Only coriolis and wind stress. Neuman conditions of horizontal null gradient are imposed for velocities and water level.
Line 9,581: Line 9,691:
 
|HMIN_ADVECTION
 
|HMIN_ADVECTION
 
|The user can impose a specific water column heigth below which the horizontal advection is not compute. By default when the water column has less then 0.5 m the advection in not compute
 
|The user can impose a specific water column heigth below which the horizontal advection is not compute. By default when the water column has less then 0.5 m the advection in not compute
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,588: Line 9,701:
 
|HMIN_CHEZY
 
|HMIN_CHEZY
 
|Checks the minimum water column height below which the chezy coefficient is constant. By default Hmin_Chezy is equal to 10 cm
 
|Checks the minimum water column height below which the chezy coefficient is constant. By default Hmin_Chezy is equal to 10 cm
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,594: Line 9,710:
 
|Hydrodynamic
 
|Hydrodynamic
 
|HMIN_CONVECTION
 
|HMIN_CONVECTION
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,602: Line 9,721:
 
|HORIZONTALADVECTION
 
|HORIZONTALADVECTION
 
|Checks  if the user pretends to compute the horizontal advection effect
 
|Checks  if the user pretends to compute the horizontal advection effect
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,608: Line 9,730:
 
|Hydrodynamic
 
|Hydrodynamic
 
|HORIZONTALCONVECTION
 
|HORIZONTALCONVECTION
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,616: Line 9,741:
 
|HORIZONTALDIFFUSION
 
|HORIZONTALDIFFUSION
 
|Checks  if the user pretends to compute the horizontal diffusion effect
 
|Checks  if the user pretends to compute the horizontal diffusion effect
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,623: Line 9,751:
 
|IMPLICIT_HORADVECTION
 
|IMPLICIT_HORADVECTION
 
|Checks if the user wants to compute the horizontal advection implicitly. By default the model do not compute the horizontal advection implicitly
 
|Checks if the user wants to compute the horizontal advection implicitly. By default the model do not compute the horizontal advection implicitly
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,629: Line 9,760:
 
|Hydrodynamic
 
|Hydrodynamic
 
|IMPLICIT_HORCONVECTION
 
|IMPLICIT_HORCONVECTION
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Hydrodynamic
+
| rowspan="3" |Hydrodynamic
 
| rowspan="3" |IMPLICIT_VERTADVECTION
 
| rowspan="3" |IMPLICIT_VERTADVECTION
 
| rowspan="3" |Check if the vertical advection is implicit
 
| rowspan="3" |Check if the vertical advection is implicit
 
|0.0
 
|0.0
 
|Explicit
 
|Explicit
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|0.5
 
|0.5
 
|Hybrid for option in (0.0, 1.0)
 
|Hybrid for option in (0.0, 1.0)
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|1.0
 
|1.0
 
|Implicit
 
|Implicit
Line 9,653: Line 9,786:
 
|Hydrodynamic
 
|Hydrodynamic
 
|IMPLICIT_VERTCONVECTION
 
|IMPLICIT_VERTCONVECTION
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Hydrodynamic
+
| rowspan="3" |Hydrodynamic
 
| rowspan="3" |IMPLICIT_VERTDIFFUSION
 
| rowspan="3" |IMPLICIT_VERTDIFFUSION
 
| rowspan="3" |Check if the vertical advection is implicit
 
| rowspan="3" |Check if the vertical advection is implicit
 
|0.0
 
|0.0
 
|Explicit
 
|Explicit
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|0.5
 
|0.5
 
|Hybrid for option in (0.0, 1.0)
 
|Hybrid for option in (0.0, 1.0)
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|1.0
 
|1.0
 
|Implicit
 
|Implicit
Line 9,680: Line 9,815:
 
|
 
|
 
|
 
|
|-
+
|
 +
|
 +
|
 +
|-
 
| Water
 
| Water
 
|Hydrodynamic
 
|Hydrodynamic
 
|INITIAL_ELEVATION
 
|INITIAL_ELEVATION
 
|Checks if the user wants to impose a initial elevation
 
|Checks if the user wants to impose a initial elevation
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,692: Line 9,833:
 
|INITIAL_ELEVATION_VALUE
 
|INITIAL_ELEVATION_VALUE
 
|The user define with this keyword the initial elevation value
 
|The user define with this keyword the initial elevation value
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,699: Line 9,843:
 
|INITIAL_VEL_U
 
|INITIAL_VEL_U
 
|Checks  if the user pretends to impose a initial U (X) velocity
 
|Checks  if the user pretends to impose a initial U (X) velocity
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,706: Line 9,853:
 
|INITIAL_VEL_V
 
|INITIAL_VEL_V
 
|Checks  if the user pretends to impose a initial V (Y) velocity
 
|Checks  if the user pretends to impose a initial V (Y) velocity
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,715: Line 9,865:
 
|1
 
|1
 
|Imposed water level using the inverted barometer simplified solution
 
|Imposed water level using the inverted barometer simplified solution
 +
|
 +
|
 +
|
 
|-
 
|-
 
| Water
 
| Water
Line 9,721: Line 9,874:
 
|The user can also change the reference atmospheric pressure of the inverted barometer solution via this keyword
 
|The user can also change the reference atmospheric pressure of the inverted barometer solution via this keyword
 
|101325
 
|101325
 +
|
 +
|
 +
|
 
|
 
|
 
|-
 
|-
Line 9,726: Line 9,882:
 
|Hydrodynamic
 
|Hydrodynamic
 
|INTERNAL_CELERITY
 
|INTERNAL_CELERITY
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,734: Line 9,893:
 
|LOCAL_DENSITY
 
|LOCAL_DENSITY
 
|Check if the user want to divide the baroclinic pressure by the local density to compute. if this option is false is used the reference density  
 
|Check if the user want to divide the baroclinic pressure by the local density to compute. if this option is false is used the reference density  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="7" |Water
|Hydrodynamic
+
| rowspan="7" |Hydrodynamic
 
| rowspan="7" |LOCAL_SOLUTION
 
| rowspan="7" |LOCAL_SOLUTION
 
| rowspan="7" |Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions
 
| rowspan="7" |Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions
 
|1
 
|1
 
|No local solution
 
|No local solution
 +
| rowspan="7" |
 +
| rowspan="7" |
 +
| rowspan="7" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|2
 
|2
 
|Submodel
 
|Submodel
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|3
 
|3
 
|AssimilationField
 
|AssimilationField
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|4
 
|4
 
|Gauge
 
|Gauge
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|5
 
|5
 
|AssimilaPlusSubModel
 
|AssimilaPlusSubModel
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|6
 
|6
 
|GaugePlusSubModel
 
|GaugePlusSubModel
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|7
 
|7
 
|AssimilaGaugeSubModel
 
|AssimilaGaugeSubModel
Line 9,778: Line 9,931:
 
|MIN_COMPONENT
 
|MIN_COMPONENT
 
|The minimum component of the radiative wave below which the radiation process is canceled
 
|The minimum component of the radiative wave below which the radiation process is canceled
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,785: Line 9,941:
 
|MIN_VELOCITY
 
|MIN_VELOCITY
 
|The minimum velocity in the open boundary below which the radiation is canceled  
 
|The minimum velocity in the open boundary below which the radiation is canceled  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,792: Line 9,951:
 
|MIN_WATERLEVEL
 
|MIN_WATERLEVEL
 
|reference level below which the water level is corrected.
 
|reference level below which the water level is corrected.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,798: Line 9,960:
 
|Hydrodynamic
 
|Hydrodynamic
 
|MINVEL_BAROCLINIC
 
|MINVEL_BAROCLINIC
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,806: Line 9,971:
 
|MISSING_NULL
 
|MISSING_NULL
 
|Check if the user wants to replace the missing values by zero
 
|Check if the user wants to replace the missing values by zero
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,813: Line 9,981:
 
|MOMENTUM_DISCHARGE
 
|MOMENTUM_DISCHARGE
 
|Checks if the user wants to do a discharge of momentum. By default the model do not have momentum discharges
 
|Checks if the user wants to do a discharge of momentum. By default the model do not have momentum discharges
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,819: Line 9,990:
 
|Hydrodynamic
 
|Hydrodynamic
 
|NH_ALPHA_LU
 
|NH_ALPHA_LU
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,826: Line 10,000:
 
|Hydrodynamic
 
|Hydrodynamic
 
|NH_IMPLICIT_COEF_W
 
|NH_IMPLICIT_COEF_W
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,833: Line 10,010:
 
|Hydrodynamic
 
|Hydrodynamic
 
|NH_MAXIT
 
|NH_MAXIT
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,840: Line 10,020:
 
|Hydrodynamic
 
|Hydrodynamic
 
|NH_NORMALIZED_RESIDUAL
 
|NH_NORMALIZED_RESIDUAL
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,847: Line 10,030:
 
|Hydrodynamic
 
|Hydrodynamic
 
|NH_RESIDUAL
 
|NH_RESIDUAL
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,855: Line 10,041:
 
|NONHYDROSTATIC
 
|NONHYDROSTATIC
 
|Checks if the user want to compute the effect of local vertical acceleration over the pressure field
 
|Checks if the user want to compute the effect of local vertical acceleration over the pressure field
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,861: Line 10,050:
 
|Hydrodynamic
 
|Hydrodynamic
 
|NORMAL_BAROCLINIC
 
|NORMAL_BAROCLINIC
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,869: Line 10,061:
 
|NULL_BOUND_HORADV
 
|NULL_BOUND_HORADV
 
|Checks if the user wants to assume null horizontal advection in the open boundary
 
|Checks if the user wants to assume null horizontal advection in the open boundary
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,875: Line 10,070:
 
|Hydrodynamic
 
|Hydrodynamic
 
|NULL_BOUND_HORCONV
 
|NULL_BOUND_HORCONV
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,884: Line 10,082:
 
|Checks if the user want to parameterize the influence of an
 
|Checks if the user want to parameterize the influence of an
 
OBSTACLE in the flow, giving a determined drag coefficient
 
OBSTACLE in the flow, giving a determined drag coefficient
 
+
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,892: Line 10,092:
 
|OUTPUT_FACES
 
|OUTPUT_FACES
 
|Option to output to Hydrodynamic HDF5 file the horizontal velocity component properties in the velocity (U or V) grid.  
 
|Option to output to Hydrodynamic HDF5 file the horizontal velocity component properties in the velocity (U or V) grid.  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,899: Line 10,102:
 
|OUTPUT_PROFILE
 
|OUTPUT_PROFILE
 
|Perform profile outputs in HDF5 format
 
|Perform profile outputs in HDF5 format
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,905: Line 10,111:
 
|Hydrodynamic
 
|Hydrodynamic
 
|OUTPUT_TIME
 
|OUTPUT_TIME
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,912: Line 10,121:
 
|Hydrodynamic
 
|Hydrodynamic
 
|POTENTIAL_ALGORITHM
 
|POTENTIAL_ALGORITHM
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="4" |Water
|Hydrodynamic
+
| rowspan="4" |Hydrodynamic
 
| rowspan="4" |RADIATION
 
| rowspan="4" |RADIATION
 
| rowspan="4" |Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
 
| rowspan="4" |Checks if the user wants to impose the Flather 1974 radiation boundary condition or other
 
|0
 
|0
 
|No Radiation
 
|No Radiation
 +
| rowspan="4" |
 +
| rowspan="4" |
 +
| rowspan="4" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|1
 
|1
 
|FlatherWindWave_
 
|FlatherWindWave_
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|2
 
|2
 
|FlatherLocalSolution_
 
|FlatherLocalSolution_
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|3
 
|3
 
|BlumbergKantha_
 
|BlumbergKantha_
Line 9,942: Line 10,151:
 
|RAMP
 
|RAMP
 
|Check if the user wants to start with baroclinic force null and only after a specific period the total force is compute.
 
|Check if the user wants to start with baroclinic force null and only after a specific period the total force is compute.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,949: Line 10,161:
 
|RAMP_START
 
|RAMP_START
 
|This keyword is used to read the initial data Year Month Day Hour Minutes Seconds
 
|This keyword is used to read the initial data Year Month Day Hour Minutes Seconds
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,956: Line 10,171:
 
|RECORDING
 
|RECORDING
 
|Checks if the user wants to record the hydrodynamic properties in binary format that can be used latter by the option Read_File of the keyword EVOLUTION. By default the model do not record the flow properties
 
|Checks if the user wants to record the hydrodynamic properties in binary format that can be used latter by the option Read_File of the keyword EVOLUTION. By default the model do not record the flow properties
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,962: Line 10,180:
 
|Hydrodynamic
 
|Hydrodynamic
 
|REF_BOUND_WATERLEVEL
 
|REF_BOUND_WATERLEVEL
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,969: Line 10,190:
 
|Hydrodynamic
 
|Hydrodynamic
 
|RELAX_REF_VEL
 
|RELAX_REF_VEL
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,977: Line 10,201:
 
|RESIDUAL
 
|RESIDUAL
 
|Check if the user want to compute the residual flow  
 
|Check if the user want to compute the residual flow  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,984: Line 10,211:
 
|RESTART_FILE_OUTPUT_TIME
 
|RESTART_FILE_OUTPUT_TIME
 
|Output Time to write restart files
 
|Output Time to write restart files
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,991: Line 10,221:
 
|RESTART_FILE_OVERWRITE
 
|RESTART_FILE_OVERWRITE
 
|Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
 
|Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 9,998: Line 10,231:
 
|SLIPPING_CONDITION
 
|SLIPPING_CONDITION
 
|Checks if the user want to consider the slipping condition for horizontal diffusion
 
|Checks if the user want to consider the slipping condition for horizontal diffusion
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,006: Line 10,242:
 
|Imposed a specific period in seconds after which the model consider the total imposed boundary wave. Along this period the wave amplitude is multiplied by a coefficient that has linear evolution between 0 and 1.
 
|Imposed a specific period in seconds after which the model consider the total imposed boundary wave. Along this period the wave amplitude is multiplied by a coefficient that has linear evolution between 0 and 1.
 
By default this period is zero seconds
 
By default this period is zero seconds
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,013: Line 10,252:
 
|STATISTICS
 
|STATISTICS
 
|Checks out if the user pretends the statistics of the hydrodynamic properties
 
|Checks out if the user pretends the statistics of the hydrodynamic properties
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,022: Line 10,264:
 
|
 
|
 
|
 
|
|-
+
|
 +
|
 +
|
 +
|-
 
| Water
 
| Water
 
|Hydrodynamic
 
|Hydrodynamic
 
|SUBMODEL
 
|SUBMODEL
 
|Check if the user wants to run this model as a submodel
 
|Check if the user wants to run this model as a submodel
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,034: Line 10,282:
 
|SURFACEWATERFLUX
 
|SURFACEWATERFLUX
 
|Checks if the user want to consider the effect of precipitation and evaporation
 
|Checks if the user want to consider the effect of precipitation and evaporation
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,041: Line 10,292:
 
|TIDE
 
|TIDE
 
|Checks if the user pretends to impose a wave tide in the open boundary
 
|Checks if the user pretends to impose a wave tide in the open boundary
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,048: Line 10,302:
 
|TIDEPOTENTIAL
 
|TIDEPOTENTIAL
 
|Checks if the user want to consider the effect of the potential tide
 
|Checks if the user want to consider the effect of the potential tide
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,055: Line 10,312:
 
|TIME_SERIE
 
|TIME_SERIE
 
|Checks out if the user pretends to write a time serie
 
|Checks out if the user pretends to write a time serie
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,061: Line 10,321:
 
|Hydrodynamic
 
|Hydrodynamic
 
|TIME_SERIE_LOCATION
 
|TIME_SERIE_LOCATION
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,069: Line 10,332:
 
|TLAG_FILE
 
|TLAG_FILE
 
|The name file where are the relaxation times defined for the radiation boundary condition  
 
|The name file where are the relaxation times defined for the radiation boundary condition  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,075: Line 10,341:
 
|Hydrodynamic
 
|Hydrodynamic
 
|TVD_METHOD_H
 
|TVD_METHOD_H
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,082: Line 10,351:
 
|Hydrodynamic
 
|Hydrodynamic
 
|TVD_METHOD_V
 
|TVD_METHOD_V
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Hydrodynamic
+
| rowspan="3" |Hydrodynamic
 
| rowspan="3" |UP_CENTER
 
| rowspan="3" |UP_CENTER
 
| rowspan="3" |Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme
 
| rowspan="3" |Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme
 
|0.0
 
|0.0
 
|Centred differences
 
|Centred differences
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|0.5
 
|0.5
 
|Hybrid for option in (0,1)
 
|Hybrid for option in (0,1)
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|1.0
 
|1.0
 
|Upstream
 
|Upstream
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Hydrodynamic
+
| rowspan="2" |Hydrodynamic
 
| rowspan="2" |VELNORMALBOUNDARY
 
| rowspan="2" |VELNORMALBOUNDARY
 
| rowspan="2" |Checks the velocities the user want to impose in the exterior faces
 
| rowspan="2" |Checks the velocities the user want to impose in the exterior faces
 
|1
 
|1
 
|null value
 
|null value
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|2
 
|2
 
|null gradient
 
|null gradient
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Hydrodynamic
+
| rowspan="2" |Hydrodynamic
 
| rowspan="2" |VELTANGENTIALBOUNDARY
 
| rowspan="2" |VELTANGENTIALBOUNDARY
 
| rowspan="2" |Checks the velocities the user want to impose between two boundary points
 
| rowspan="2" |Checks the velocities the user want to impose between two boundary points
 
|1
 
|1
 
|null value
 
|null value
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|2
 
|2
 
|null gradient
 
|null gradient
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Hydrodynamic
+
| rowspan="3" |Hydrodynamic
|VERTICAL_AXISYMMETRIC
+
| rowspan="3" |VERTICAL_AXISYMMETRIC
|Checks if the user wants to simulate implicit the sea level evolution (by default is ADI). This option only works if the flow has only one horizontal dimension. (0 - ADI; 1 - X always implicit; 2 - Y always implicit)
+
| rowspan="3" |Checks if the user wants to simulate implicit the sea level evolution. This option only works if the flow has only one horizontal dimension.  
|
+
|0
|
+
|ADI
 +
| rowspan="3" |0
 +
| rowspan="3" |
 +
| rowspan="3" |INTEGER
 +
|-
 +
|1
 +
|X always implicit
 +
|-
 +
|2
 +
|Y always implicit
 
|-
 
|-
 
| Water
 
| Water
Line 10,138: Line 10,420:
 
|VERTICALADVECTION
 
|VERTICALADVECTION
 
|Checks  if the user pretends to compute the vertical advection effect
 
|Checks  if the user pretends to compute the vertical advection effect
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,144: Line 10,429:
 
|Hydrodynamic
 
|Hydrodynamic
 
|VERTICALCONVECTION
 
|VERTICALCONVECTION
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,152: Line 10,440:
 
|VERTICALDIFFUSION
 
|VERTICALDIFFUSION
 
|Checks  if the user pretends to compute the vertical diffusion effect
 
|Checks  if the user pretends to compute the vertical diffusion effect
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,161: Line 10,452:
 
|
 
|
 
|
 
|
|-
+
|
 +
|
 +
|
 +
|-
 
| Water
 
| Water
 
|Hydrodynamic
 
|Hydrodynamic
 
|VOLUME_RELATION_MAX
 
|VOLUME_RELATION_MAX
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,173: Line 10,470:
 
|VOLUMEVARIATION
 
|VOLUMEVARIATION
 
|Checks  if the user pretends to compute the volume variation effect
 
|Checks  if the user pretends to compute the volume variation effect
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,180: Line 10,480:
 
|WATER_DISCHARGES
 
|WATER_DISCHARGES
 
|Check if the user want to water discharges
 
|Check if the user want to water discharges
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,187: Line 10,490:
 
|WATERCOLUMN2D
 
|WATERCOLUMN2D
 
|water column thickness below which the 3D processes are disconnected  
 
|water column thickness below which the 3D processes are disconnected  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,194: Line 10,500:
 
|WATERLEVEL_MAX_MIN
 
|WATERLEVEL_MAX_MIN
 
|Computes the spatial maps of the maximum and of the minimum water elevation.
 
|Computes the spatial maps of the maximum and of the minimum water elevation.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,201: Line 10,510:
 
|WAVE_DIRECTION
 
|WAVE_DIRECTION
 
|The user with this keyword give a direction to a wave entering the domain
 
|The user with this keyword give a direction to a wave entering the domain
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,208: Line 10,520:
 
|WAVE_STRESS
 
|WAVE_STRESS
 
|Checks if the user want to consider the effect of the waves stress. By default the waves stress is not compute
 
|Checks if the user want to consider the effect of the waves stress. By default the waves stress is not compute
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Hydrodynamic
+
| rowspan="3" |Hydrodynamic
 
| rowspan="3" |WIND
 
| rowspan="3" |WIND
 
| rowspan="3" |Checks if the user want to consider the effect of the wind stress. By default the wind stress is not computed
 
| rowspan="3" |Checks if the user want to consider the effect of the wind stress. By default the wind stress is not computed
 
|0
 
|0
 
|No wind forcing
 
|No wind forcing
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|1
 
|1
 
|wind forcing
 
|wind forcing
 
|-
 
|-
| Water
 
|Hydrodynamic
 
 
|2
 
|2
 
|wind forcing with a smooth start
 
|wind forcing with a smooth start
Line 10,253: Line 10,567:
 
! scope="col" |Type
 
! scope="col" |Type
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|HydrodynamicFile
+
| rowspan="2" |HydrodynamicFile
 
| rowspan="2" |BAT_INTEGRATION_TYPE
 
| rowspan="2" |BAT_INTEGRATION_TYPE
 
| rowspan="2" |It is possible to calculate the new bathymetry (spacial integration) using two different options
 
| rowspan="2" |It is possible to calculate the new bathymetry (spacial integration) using two different options
 
|MaxVal_Type
 
|MaxVal_Type
 
|Each new integrated cell has the maximum value of the cells used to do the integration of that cell
 
|Each new integrated cell has the maximum value of the cells used to do the integration of that cell
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|HydrodynamicFile
 
 
|MeanVal_Type
 
|MeanVal_Type
 
|The depth of the integrated cell is obtained by the average of the cells used to do the integration of that cell.
 
|The depth of the integrated cell is obtained by the average of the cells used to do the integration of that cell.
Line 10,269: Line 10,584:
 
|DT_HYDROFILE
 
|DT_HYDROFILE
 
|Time Step of the hydrodynamic file
 
|Time Step of the hydrodynamic file
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,276: Line 10,594:
 
|IN_FIELD
 
|IN_FIELD
 
|Input File Name
 
|Input File Name
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,284: Line 10,605:
 
| rowspan="2" |Input File Type
 
| rowspan="2" |Input File Type
 
|BeginEnd_type
 
|BeginEnd_type
 +
|
 +
|
 +
|
 
|
 
|
 
|-
 
|-
Line 10,289: Line 10,613:
 
|HydrodynamicFile
 
|HydrodynamicFile
 
|M2_Tide_type
 
|M2_Tide_type
 +
|
 +
|
 +
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|HydrodynamicFile
+
| rowspan="2" |HydrodynamicFile
 
| rowspan="2" |IN_FILE_VERSION
 
| rowspan="2" |IN_FILE_VERSION
 
| rowspan="2" |Input File Version
 
| rowspan="2" |Input File Version
 
|1
 
|1
 
|Only available if LOAD_TO_MEMORY = 0
 
|Only available if LOAD_TO_MEMORY = 0
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|HydrodynamicFile
 
 
|2
 
|2
 
|
 
|
Line 10,307: Line 10,635:
 
|LOAD_TO_MEMORY
 
|LOAD_TO_MEMORY
 
|Load all information to memory
 
|Load all information to memory
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,314: Line 10,645:
 
|N_ITEGRATION_CELLS
 
|N_ITEGRATION_CELLS
 
|Number of cells that will be integrated (the integration space step)
 
|Number of cells that will be integrated (the integration space step)
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,321: Line 10,655:
 
|NEW_BATIM
 
|NEW_BATIM
 
|Gets the name of the new bathymetry
 
|Gets the name of the new bathymetry
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,328: Line 10,665:
 
|OUT_FIELD
 
|OUT_FIELD
 
|Ouput Data File
 
|Ouput Data File
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|HydrodynamicFile
+
| rowspan="2" |HydrodynamicFile
 
| rowspan="2" |OUT_FILE_VERSION
 
| rowspan="2" |OUT_FILE_VERSION
 
| rowspan="2" |Controls the version of the output file
 
| rowspan="2" |Controls the version of the output file
 
|1
 
|1
 
|
 
|
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|HydrodynamicFile
 
 
|2
 
|2
 
|
 
|
Line 10,347: Line 10,688:
 
|SPACE_INTEGRATION
 
|SPACE_INTEGRATION
 
|Verifies if the integration of fluxes in space is to be done
 
|Verifies if the integration of fluxes in space is to be done
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,354: Line 10,698:
 
|TIME_INTEGRATION
 
|TIME_INTEGRATION
 
|Performs an integration in time,  
 
|Performs an integration in time,  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,384: Line 10,731:
 
| Water
 
| Water
 
|InterfaceSedimentWater
 
|InterfaceSedimentWater
|begin_diff_coef
+
|BEGIN_DIFF_COEF
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,393: Line 10,743:
 
|BENTHOS
 
|BENTHOS
 
|Compute property benthic ecological processes  
 
|Compute property benthic ecological processes  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,400: Line 10,753:
 
|BOX_TIME_SERIE
 
|BOX_TIME_SERIE
 
|Outputs property results in box time series
 
|Outputs property results in box time series
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,407: Line 10,763:
 
|BOXFLUXES
 
|BOXFLUXES
 
|Path to boxes file. If specified in input data file, computes box integration based on the defined file.
 
|Path to boxes file. If specified in input data file, computes box integration based on the defined file.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,414: Line 10,773:
 
|CEQUALW2
 
|CEQUALW2
 
|Compute property CEQUALW2 benthic ecological processes
 
|Compute property CEQUALW2 benthic ecological processes
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,421: Line 10,783:
 
|CONSOLIDATION
 
|CONSOLIDATION
 
|Activates consolidation processes as well as erosion from consolidated sediment compartment
 
|Activates consolidation processes as well as erosion from consolidated sediment compartment
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,428: Line 10,793:
 
|DEPOSITION
 
|DEPOSITION
 
|Compute property deposition
 
|Compute property deposition
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,435: Line 10,803:
 
|DESCRIPTION
 
|DESCRIPTION
 
|Brief description of the property
 
|Brief description of the property
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,442: Line 10,813:
 
|DESCRIPTION
 
|DESCRIPTION
 
|Description of the rate to perform output
 
|Description of the rate to perform output
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,449: Line 10,823:
 
|DETRITUS
 
|DETRITUS
 
|Compute property as detritus
 
|Compute property as detritus
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,456: Line 10,833:
 
|EROSION
 
|EROSION
 
|Compute property erosion
 
|Compute property erosion
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,463: Line 10,843:
 
|FIRSTPROP
 
|FIRSTPROP
 
|Name of the first property involved in the rate
 
|Name of the first property involved in the rate
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,470: Line 10,853:
 
|MASS_LIMITATION
 
|MASS_LIMITATION
 
|Property mass is finite
 
|Property mass is finite
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,477: Line 10,863:
 
|MASS_MIN
 
|MASS_MIN
 
|Minimum mass allowed for the property if MASS_LIMITATION is on. Values of zero are allowed.
 
|Minimum mass allowed for the property if MASS_LIMITATION is on. Values of zero are allowed.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,484: Line 10,873:
 
|NAME
 
|NAME
 
|Name of the property
 
|Name of the property
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,491: Line 10,883:
 
|NAME
 
|NAME
 
|Name of the rate to perform output
 
|Name of the rate to perform output
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,498: Line 10,893:
 
|OLD
 
|OLD
 
|Initialization is made based on previous run (overrides FillMatrix keywords)
 
|Initialization is made based on previous run (overrides FillMatrix keywords)
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,505: Line 10,903:
 
|OUTPUT_HDF
 
|OUTPUT_HDF
 
|Outputs property results in HDF5 format
 
|Outputs property results in HDF5 format
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,512: Line 10,913:
 
|OUTPUT_SHEAR_STRESS
 
|OUTPUT_SHEAR_STRESS
 
|Output shear stress in HDF format
 
|Output shear stress in HDF format
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,519: Line 10,923:
 
|OUTPUT_TIME
 
|OUTPUT_TIME
 
|Vector with instants (starting from 0) when to perform outputs. The last number in the vector is the time step to perform the remaining outputs.  
 
|Vector with instants (starting from 0) when to perform outputs. The last number in the vector is the time step to perform the remaining outputs.  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,526: Line 10,933:
 
|PARTICULATE
 
|PARTICULATE
 
|Property physical state: 0 - Dissolved; 1 - Particulate
 
|Property physical state: 0 - Dissolved; 1 - Particulate
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,533: Line 10,943:
 
|REFERENCE_DEPTH
 
|REFERENCE_DEPTH
 
|Reference depth below which shear stress is limited. Keyword is only read if SHEAR_STRESS_LIMITATION is on.
 
|Reference depth below which shear stress is limited. Keyword is only read if SHEAR_STRESS_LIMITATION is on.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,540: Line 10,953:
 
|REFERENCE_SHEAR_STRESS
 
|REFERENCE_SHEAR_STRESS
 
|Shear stress value assumed in limited cells when SHEAR_STRESS_LIMITATION is on
 
|Shear stress value assumed in limited cells when SHEAR_STRESS_LIMITATION is on
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,547: Line 10,963:
 
|RESTART_FILE_OUTPUT_TIME
 
|RESTART_FILE_OUTPUT_TIME
 
|Output Time to write restart files
 
|Output Time to write restart files
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,554: Line 10,973:
 
|RESTART_FILE_OVERWRITE
 
|RESTART_FILE_OVERWRITE
 
|Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
 
|Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,561: Line 10,983:
 
|SAND_TRANSPORT
 
|SAND_TRANSPORT
 
|Compute sand tranport
 
|Compute sand tranport
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,568: Line 10,993:
 
|SECONDPROP
 
|SECONDPROP
 
|Name of the second property involved in the rate
 
|Name of the second property involved in the rate
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,575: Line 11,003:
 
|SEDIMENT_FLUXES
 
|SEDIMENT_FLUXES
 
|Compute property fluxes between interface sediment-water and sediment column
 
|Compute property fluxes between interface sediment-water and sediment column
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,582: Line 11,013:
 
|SEDIMENT_WATER_FLUXES
 
|SEDIMENT_WATER_FLUXES
 
|Compute property fluxes between sediment and water column
 
|Compute property fluxes between sediment and water column
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,589: Line 11,023:
 
|SHEAR_STRESS_LIMITATION
 
|SHEAR_STRESS_LIMITATION
 
|Limit shear stress values in shallow zones
 
|Limit shear stress values in shallow zones
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,596: Line 11,033:
 
|STATISTICS_SHEAR
 
|STATISTICS_SHEAR
 
|Perform statistics to shear velocity
 
|Perform statistics to shear velocity
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,603: Line 11,043:
 
|STATISTICS_SHEAR_FILE
 
|STATISTICS_SHEAR_FILE
 
|Path to statistics input data file. Only read if STATISTICS_SHEAR is on.
 
|Path to statistics input data file. Only read if STATISTICS_SHEAR is on.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,610: Line 11,053:
 
|TIME_SERIE
 
|TIME_SERIE
 
|Outputs property results in time series
 
|Outputs property results in time series
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,617: Line 11,063:
 
|TIME_SERIE_LOCATION
 
|TIME_SERIE_LOCATION
 
|Path to time serie locations file
 
|Path to time serie locations file
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,624: Line 11,073:
 
|UNITS
 
|UNITS
 
|Property units
 
|Property units
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,631: Line 11,083:
 
|WATER_FLUXES
 
|WATER_FLUXES
 
|Compute property fluxes to/from water column
 
|Compute property fluxes to/from water column
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,663: Line 11,118:
 
|BOTTOM_SALINITY
 
|BOTTOM_SALINITY
 
|ambient bottom salinity when a LINEAR water column is admitted
 
|ambient bottom salinity when a LINEAR water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,670: Line 11,128:
 
|BOTTOM_TEMPERATURE
 
|BOTTOM_TEMPERATURE
 
|ambient bottom temperature when a LINEAR water column is admitted
 
|ambient bottom temperature when a LINEAR water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,677: Line 11,138:
 
|BOTTOM_VELU
 
|BOTTOM_VELU
 
|ambient bottom velocity U when a LINEAR water column is admitted
 
|ambient bottom velocity U when a LINEAR water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,684: Line 11,148:
 
|BOTTOM_VELV
 
|BOTTOM_VELV
 
|ambient bottom velocity V when a LINEAR water column is admitted
 
|ambient bottom velocity V when a LINEAR water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,691: Line 11,158:
 
|DEFAULT_SALINITY
 
|DEFAULT_SALINITY
 
|ambient salinity when a UNIFORM water column is admitted
 
|ambient salinity when a UNIFORM water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,698: Line 11,168:
 
|DEFAULT_TEMPERATURE
 
|DEFAULT_TEMPERATURE
 
|ambient temperature when a UNIFORM water column is admitted
 
|ambient temperature when a UNIFORM water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,705: Line 11,178:
 
|DEFAULT_VELU
 
|DEFAULT_VELU
 
|ambient velocity U when a UNIFORM water column is admitted
 
|ambient velocity U when a UNIFORM water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,712: Line 11,188:
 
|DEFAULT_VELV
 
|DEFAULT_VELV
 
|ambient velocity V when a UNIFORM water column is admitted
 
|ambient velocity V when a UNIFORM water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,719: Line 11,198:
 
|DT_OUTPUT
 
|DT_OUTPUT
 
|Time interval between outputs
 
|Time interval between outputs
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,726: Line 11,208:
 
|INITIAL_TRACER_CONCENTRATION
 
|INITIAL_TRACER_CONCENTRATION
 
|Initial concentration of generic tracer
 
|Initial concentration of generic tracer
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,732: Line 11,217:
 
|Jet
 
|Jet
 
|LAGRANGIAN
 
|LAGRANGIAN
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Jet
+
| rowspan="3" |Jet
 
| rowspan="3" |LOCAL_TYPE
 
| rowspan="3" |LOCAL_TYPE
 
| rowspan="3" |Methodology to define the ambient variables
 
| rowspan="3" |Methodology to define the ambient variables
 
|FIELD3D
 
|FIELD3D
 
|3D field generated by the MOHID system
 
|3D field generated by the MOHID system
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Jet
 
 
|LINEAR
 
|LINEAR
 
|Water column where the density and velocity have a linear profile
 
|Water column where the density and velocity have a linear profile
 
|-
 
|-
| Water
 
|Jet
 
 
|UNIFORM  
 
|UNIFORM  
 
|Uniform water column
 
|Uniform water column
Line 10,757: Line 11,244:
 
|MAX_DT
 
|MAX_DT
 
|Maximum time step interval
 
|Maximum time step interval
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,764: Line 11,254:
 
|MAX_DV
 
|MAX_DV
 
|Maximum volume variation between time steps
 
|Maximum volume variation between time steps
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,771: Line 11,264:
 
|MAX_PLUME_DIAMETER
 
|MAX_PLUME_DIAMETER
 
|Plume diameter from which initial dilution stops. This value is used to simulate the jets overlapping
 
|Plume diameter from which initial dilution stops. This value is used to simulate the jets overlapping
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,778: Line 11,274:
 
|OUTFALL_ANGLE
 
|OUTFALL_ANGLE
 
|Outfall angle
 
|Outfall angle
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,785: Line 11,284:
 
|OUTFALL_LENGTH
 
|OUTFALL_LENGTH
 
|Outfall length
 
|Outfall length
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,792: Line 11,294:
 
|OUTPUT_TYPE
 
|OUTPUT_TYPE
 
|The output can be made given the exact information in specific output times or a cloud of particles for each output time
 
|The output can be made given the exact information in specific output times or a cloud of particles for each output time
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Jet
+
| rowspan="2" |Jet
 
| rowspan="2" |PARAMETERIZATION
 
| rowspan="2" |PARAMETERIZATION
 
| rowspan="2" |Parametrization used to simulate the entrainment process
 
| rowspan="2" |Parametrization used to simulate the entrainment process
 
|CORJET
 
|CORJET
 
|Parameterization based on CORJET model
 
|Parameterization based on CORJET model
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Jet
 
 
|JETLAG
 
|JETLAG
 
|Parameterization based on JETLAG model
 
|Parameterization based on JETLAG model
Line 10,811: Line 11,317:
 
|PARTICLES_NUMBER
 
|PARTICLES_NUMBER
 
|In case of OUTPUT_TYPE = CLOUD this is the number of output tracer per output time interval
 
|In case of OUTPUT_TYPE = CLOUD this is the number of output tracer per output time interval
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,818: Line 11,327:
 
|PORT_ANGLE_HZ
 
|PORT_ANGLE_HZ
 
|Port vertical angle
 
|Port vertical angle
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,825: Line 11,337:
 
|PORT_ANGLE_XY
 
|PORT_ANGLE_XY
 
|Port horizontal angle
 
|Port horizontal angle
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,832: Line 11,347:
 
|PORT_BOTTOM_DISTANCE
 
|PORT_BOTTOM_DISTANCE
 
|Port distance from the bottom
 
|Port distance from the bottom
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,839: Line 11,357:
 
|PORT_DIAMETER
 
|PORT_DIAMETER
 
|Diameter of each port
 
|Diameter of each port
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,846: Line 11,367:
 
|PORTS_NUMBER
 
|PORTS_NUMBER
 
|Number of Ports
 
|Number of Ports
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,853: Line 11,377:
 
|RUN_MAX_PERIOD
 
|RUN_MAX_PERIOD
 
|Maximum run period
 
|Maximum run period
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,860: Line 11,387:
 
|RUN_MIN_PERIOD
 
|RUN_MIN_PERIOD
 
|Minimum run period
 
|Minimum run period
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,866: Line 11,396:
 
|Jet
 
|Jet
 
|SEDIMENT_COLUMN
 
|SEDIMENT_COLUMN
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,874: Line 11,407:
 
|SURFACE_SALINITY
 
|SURFACE_SALINITY
 
|ambient surface salinity when a LINEAR water column is admitted
 
|ambient surface salinity when a LINEAR water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,881: Line 11,417:
 
|SURFACE_TEMPERATURE
 
|SURFACE_TEMPERATURE
 
|ambient surface temperature when a LINEAR water column is admitted
 
|ambient surface temperature when a LINEAR water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,888: Line 11,427:
 
|SURFACE_VELU
 
|SURFACE_VELU
 
|ambient surface velocity U when a LINEAR water column is admitted
 
|ambient surface velocity U when a LINEAR water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,895: Line 11,437:
 
|SURFACE_VELV
 
|SURFACE_VELV
 
|ambient surface velocity V when a LINEAR water column is admitted
 
|ambient surface velocity V when a LINEAR water column is admitted
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,926: Line 11,471:
 
! scope="col" |Type
 
! scope="col" |Type
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Lagrangian
+
| rowspan="2" |Lagrangian
 
| rowspan="2" |ACCIDENT_METHOD
 
| rowspan="2" |ACCIDENT_METHOD
 
| rowspan="2" |How to distribute initially the particles if the emission type is accident
 
| rowspan="2" |How to distribute initially the particles if the emission type is accident
 
|1
 
|1
 
|The "Fay" option
 
|The "Fay" option
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|2
 
|2
 
|The "Thickness" option
 
|The "Thickness" option
Line 10,943: Line 11,489:
 
|Time when the accident occur.  
 
|Time when the accident occur.  
 
By default is equal to the model start time
 
By default is equal to the model start time
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,950: Line 11,499:
 
|ADVECTION
 
|ADVECTION
 
|Move Particle due to horizontal velocity.
 
|Move Particle due to horizontal velocity.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,957: Line 11,509:
 
|AMBIENT_CONC
 
|AMBIENT_CONC
 
|Ambient concentration.
 
|Ambient concentration.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,964: Line 11,519:
 
|ASSOCIATE_BEACH_PROB
 
|ASSOCIATE_BEACH_PROB
 
|Checks if the user want to associate beaching probability to the particles
 
|Checks if the user want to associate beaching probability to the particles
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,970: Line 11,528:
 
|Lagrangian
 
|Lagrangian
 
|BEACHING
 
|BEACHING
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,978: Line 11,539:
 
|BEACHING_BOX_FILENAME
 
|BEACHING_BOX_FILENAME
 
|Link to the data file which contains the definition of the boxes used for defining the beaching probability.
 
|Link to the data file which contains the definition of the boxes used for defining the beaching probability.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,985: Line 11,549:
 
|BEACHING_LIMIT
 
|BEACHING_LIMIT
 
|Maximum distance between particles and coast for particle beaching  
 
|Maximum distance between particles and coast for particle beaching  
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,992: Line 11,559:
 
|BOTTOM_DISTANCE
 
|BOTTOM_DISTANCE
 
|Distance from bottom below which the tracer can sediment.
 
|Distance from bottom below which the tracer can sediment.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 10,999: Line 11,569:
 
|BOTTOM_EMISSION
 
|BOTTOM_EMISSION
 
|Checks if the tracers are emited from the bottom.
 
|Checks if the tracers are emited from the bottom.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,006: Line 11,579:
 
|BOX_NUMBER
 
|BOX_NUMBER
 
|Number of box to associate to origin.
 
|Number of box to associate to origin.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,013: Line 11,589:
 
|BOXES_BEACHING_PROB
 
|BOXES_BEACHING_PROB
 
|List of Inbox Beaching Probability.
 
|List of Inbox Beaching Probability.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,020: Line 11,599:
 
|BOXVOLINIC
 
|BOXVOLINIC
 
|Initial Volume of a particle in the box.
 
|Initial Volume of a particle in the box.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,027: Line 11,609:
 
|COEF_INITIAL_MIXING
 
|COEF_INITIAL_MIXING
 
|Coefficient use to control volume increase due to initial mixing
 
|Coefficient use to control volume increase due to initial mixing
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,034: Line 11,619:
 
|COMPUTE_AGE
 
|COMPUTE_AGE
 
|This logical option allows to compute the age of each tracer.
 
|This logical option allows to compute the age of each tracer.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,041: Line 11,629:
 
|COMPUTE_BUOYANCY
 
|COMPUTE_BUOYANCY
 
|Computes Particle vertical velocity evolution due to density gradients
 
|Computes Particle vertical velocity evolution due to density gradients
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,048: Line 11,639:
 
|COMPUTE_PLUME
 
|COMPUTE_PLUME
 
|Computes Particle Plume due density gradients
 
|Computes Particle Plume due density gradients
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,055: Line 11,649:
 
|CONC_COLUMN
 
|CONC_COLUMN
 
|Column of the time serie input where is defined a variable concentration.
 
|Column of the time serie input where is defined a variable concentration.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,062: Line 11,659:
 
|CONC_VARIABLE
 
|CONC_VARIABLE
 
|Check if the user wants a variable concentration.
 
|Check if the user wants a variable concentration.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,069: Line 11,669:
 
|CONCENTRATION
 
|CONCENTRATION
 
|Concentration of the property.
 
|Concentration of the property.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,075: Line 11,678:
 
|Lagrangian
 
|Lagrangian
 
|D50
 
|D50
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,083: Line 11,689:
 
|DEFAULT_BEACHING_PROB
 
|DEFAULT_BEACHING_PROB
 
|The probability a particle "beaches" when beaching is enabled
 
|The probability a particle "beaches" when beaching is enabled
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Lagrangian
+
| rowspan="3" |Lagrangian
 
| rowspan="3" |DENSITY_METHOD
 
| rowspan="3" |DENSITY_METHOD
 
| rowspan="3" |Formula to calculate particle density
 
| rowspan="3" |Formula to calculate particle density
 
|1
 
|1
 
|Leendertse
 
|Leendertse
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|2
 
|2
 
|UNESCO
 
|UNESCO
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|3
 
|3
 
|Constant
 
|Constant
Line 11,107: Line 11,715:
 
|DEPOSITION
 
|DEPOSITION
 
|Checks if the tracers can deposited.
 
|Checks if the tracers can deposited.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,114: Line 11,725:
 
|DEPTH_CELLS
 
|DEPTH_CELLS
 
|Depth in Cells (from bottom)
 
|Depth in Cells (from bottom)
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,121: Line 11,735:
 
|DEPTH_METERS
 
|DEPTH_METERS
 
|Depth of emission relativ to surface.
 
|Depth of emission relativ to surface.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,128: Line 11,745:
 
|DISCHARGE_FILE
 
|DISCHARGE_FILE
 
|A Link to the data file whichs contains the time serie of the variable flow
 
|A Link to the data file whichs contains the time serie of the variable flow
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,135: Line 11,755:
 
|DT_EMIT
 
|DT_EMIT
 
|The interval between emissions. By default this value is equal to DT_PARTIC
 
|The interval between emissions. By default this value is equal to DT_PARTIC
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,142: Line 11,765:
 
|DT_PARTIC
 
|DT_PARTIC
 
|Particle Time Step
 
|Particle Time Step
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="3" |Water
|Lagrangian
+
| rowspan="3" |Lagrangian
 
| rowspan="3" |EMISSION_SPATIAL
 
| rowspan="3" |EMISSION_SPATIAL
 
| rowspan="3" |Type of spatial emission.
 
| rowspan="3" |Type of spatial emission.
 
|Accident
 
|Accident
 
|Emission as accident
 
|Emission as accident
 +
| rowspan="3" |
 +
| rowspan="3" |
 +
| rowspan="3" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|Box
 
|Box
 
|Emission from a Box
 
|Emission from a Box
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|Point
 
|Point
 
|Emission at a single point
 
|Emission at a single point
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Lagrangian
+
| rowspan="2" |Lagrangian
 
| rowspan="2" |EMISSION_TEMPORAL
 
| rowspan="2" |EMISSION_TEMPORAL
 
| rowspan="2" |Type of temporal emission
 
| rowspan="2" |Type of temporal emission
 
|Continuous
 
|Continuous
 
|Continuous emission
 
|Continuous emission
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|Instantaneous
 
|Instantaneous
 
|Instantaneous emission
 
|Instantaneous emission
Line 11,178: Line 11,804:
 
|EROSION_RATE
 
|EROSION_RATE
 
|Rate of tracers erosion.
 
|Rate of tracers erosion.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,185: Line 11,814:
 
|EULERIAN_MONITOR
 
|EULERIAN_MONITOR
 
|Path to a boxes file to integrate eulerian  concentrations based on lagrangian tracers
 
|Path to a boxes file to integrate eulerian  concentrations based on lagrangian tracers
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,193: Line 11,825:
 
|This property has an extinction parameter. This parameter can be use  
 
|This property has an extinction parameter. This parameter can be use  
 
to compute the effect of this property in the light extinction
 
to compute the effect of this property in the light extinction
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,200: Line 11,835:
 
|FLOAT
 
|FLOAT
 
|Indicates if the particle is a floating particle (e.g. oil)
 
|Indicates if the particle is a floating particle (e.g. oil)
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,207: Line 11,845:
 
|FLOW
 
|FLOW
 
|The flow of the point emission
 
|The flow of the point emission
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,214: Line 11,855:
 
|FLOW_COLUMN
 
|FLOW_COLUMN
 
|The data column of the flow values which define the time serie of the variable flow
 
|The data column of the flow values which define the time serie of the variable flow
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,221: Line 11,865:
 
|FLOW_VARIABLE
 
|FLOW_VARIABLE
 
|Checks if the flow of the point emission is variable DT
 
|Checks if the flow of the point emission is variable DT
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,228: Line 11,875:
 
|GROUP_ID
 
|GROUP_ID
 
|The Group ID to which the origin belongs
 
|The Group ID to which the origin belongs
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,235: Line 11,885:
 
|INCRP
 
|INCRP
 
|Increment of grid cells to fill Boxes.
 
|Increment of grid cells to fill Boxes.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,242: Line 11,895:
 
|JET_DATA_FILE
 
|JET_DATA_FILE
 
|Link to the data file which contains the Plume / Jet parameterizations
 
|Link to the data file which contains the Plume / Jet parameterizations
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,249: Line 11,905:
 
|JET_DT
 
|JET_DT
 
|Time interval for the actualization of Plume Jet properties
 
|Time interval for the actualization of Plume Jet properties
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,256: Line 11,915:
 
|KILL_LAND_PARTICLES
 
|KILL_LAND_PARTICLES
 
|Kills particles which are located in a Waterpoint which is not a OpenPoint   
 
|Kills particles which are located in a Waterpoint which is not a OpenPoint   
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,264: Line 11,926:
 
|Check is the user wants to maintain  
 
|Check is the user wants to maintain  
 
the vertical relative position of the origin
 
the vertical relative position of the origin
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,270: Line 11,935:
 
|Lagrangian
 
|Lagrangian
 
|MIN_CONCENTRATION
 
|MIN_CONCENTRATION
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,278: Line 11,946:
 
|MIN_SED_VELOCITY
 
|MIN_SED_VELOCITY
 
|Minimum Sedimention velocity.
 
|Minimum Sedimention velocity.
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,285: Line 11,955:
 
|MONITOR_BOX
 
|MONITOR_BOX
 
|Link to the data file which contains the definition of the boxes used for particle "monitoring" (Residence Time)
 
|Link to the data file which contains the definition of the boxes used for particle "monitoring" (Residence Time)
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,292: Line 11,965:
 
|MONITOR_BOX_PROP_MASS
 
|MONITOR_BOX_PROP_MASS
 
|Name of property to monitor mass in a box
 
|Name of property to monitor mass in a box
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Lagrangian
+
| rowspan="2" |Lagrangian
 
| rowspan="2" |MOVEMENT
 
| rowspan="2" |MOVEMENT
 
| rowspan="2" |Type of particle aleatory horizontal movement
 
| rowspan="2" |Type of particle aleatory horizontal movement
 
|NotRandom  
 
|NotRandom  
 
|Do not consider any aleatory horizontal component
 
|Do not consider any aleatory horizontal component
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|SullivanAllen
 
|SullivanAllen
 
|Parameterization based on Sullivan Allen formulation
 
|Parameterization based on Sullivan Allen formulation
Line 11,311: Line 11,988:
 
|MOVING_ORIGIN
 
|MOVING_ORIGIN
 
|Checks if the Origin has a moving location
 
|Checks if the Origin has a moving location
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,318: Line 11,998:
 
|MOVING_ORIGIN_COLUMN_X
 
|MOVING_ORIGIN_COLUMN_X
 
|The data column in which the X position values are given
 
|The data column in which the X position values are given
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,325: Line 12,008:
 
|MOVING_ORIGIN_COLUMN_Y
 
|MOVING_ORIGIN_COLUMN_Y
 
|The data column in which the Y position values are given
 
|The data column in which the Y position values are given
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,332: Line 12,018:
 
|MOVING_ORIGIN_FILE
 
|MOVING_ORIGIN_FILE
 
|A Link to the data file which contains the time serie of the position of the origin
 
|A Link to the data file which contains the time serie of the position of the origin
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Lagrangian
+
| rowspan="2" |Lagrangian
 
| rowspan="2" |MOVING_ORIGIN_UNITS
 
| rowspan="2" |MOVING_ORIGIN_UNITS
 
| rowspan="2" |Units in which the moving origin position is given
 
| rowspan="2" |Units in which the moving origin position is given
 
|Meters
 
|Meters
 
|The units are meters
 
|The units are meters
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|Cells
 
|Cells
 
|The units are given as cells
 
|The units are given as cells
Line 11,351: Line 12,041:
 
|NAME
 
|NAME
 
|Name of the property.
 
|Name of the property.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,358: Line 12,051:
 
|NBR_PARTIC
 
|NBR_PARTIC
 
|Number of Particles in each emission.
 
|Number of Particles in each emission.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,365: Line 12,061:
 
|NOWQM
 
|NOWQM
 
|To compute age without running moduleWQM.
 
|To compute age without running moduleWQM.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,372: Line 12,071:
 
|OLD
 
|OLD
 
|If the computation of this origin is continued from a previous run
 
|If the computation of this origin is continued from a previous run
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,379: Line 12,081:
 
|ORIGIN_NAME
 
|ORIGIN_NAME
 
|Name of the Origin. Origin Names must be unic.
 
|Name of the Origin. Origin Names must be unic.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Lagrangian
+
| rowspan="2" |Lagrangian
 
| rowspan="2" |OUTPUT_CONC
 
| rowspan="2" |OUTPUT_CONC
 
| rowspan="2" |Output Integration Type
 
| rowspan="2" |Output Integration Type
 
|1
 
|1
 
|Uses maximum values for integration
 
|Uses maximum values for integration
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|2
 
|2
 
|Uses average values for integration
 
|Uses average values for integration
Line 11,398: Line 12,104:
 
|OUTPUT_MAX_TRACER
 
|OUTPUT_MAX_TRACER
 
|Checks if the users wants to output the maximum tracer concentration in each cell
 
|Checks if the users wants to output the maximum tracer concentration in each cell
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,405: Line 12,114:
 
|OUTPUT_TIME
 
|OUTPUT_TIME
 
|Output Time
 
|Output Time
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,412: Line 12,124:
 
|OVERLAY_VELOCITY
 
|OVERLAY_VELOCITY
 
|Checks if the user wants to add an aditional velocity to the particles
 
|Checks if the user wants to add an aditional velocity to the particles
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,419: Line 12,134:
 
|PARTIC_BOX
 
|PARTIC_BOX
 
|Link to the data file which contains the definition of the boxes used for particle emission
 
|Link to the data file which contains the definition of the boxes used for particle emission
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,426: Line 12,144:
 
|PARTITION_COEF_SED
 
|PARTITION_COEF_SED
 
|Partition coefficent in the sediment.
 
|Partition coefficent in the sediment.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,433: Line 12,154:
 
|PARTITION_COEF_WATER
 
|PARTITION_COEF_WATER
 
|Partition coefficient in the water column.
 
|Partition coefficient in the water column.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,440: Line 12,164:
 
|PARTITION_COUPLE_SED
 
|PARTITION_COUPLE_SED
 
|Concentration of the dissolved phase in the intersticial water. The dissolved phase is admitted with a constant concentration.
 
|Concentration of the dissolved phase in the intersticial water. The dissolved phase is admitted with a constant concentration.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,448: Line 12,175:
 
|Concentration of the dissolved phase. The dissolved phase is admitted with a constant  
 
|Concentration of the dissolved phase. The dissolved phase is admitted with a constant  
 
concentration
 
concentration
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,455: Line 12,185:
 
|PARTITION_RATE_SED
 
|PARTITION_RATE_SED
 
|Rate of transfer between the two phases.
 
|Rate of transfer between the two phases.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,462: Line 12,195:
 
|PARTITION_RATE_WATER
 
|PARTITION_RATE_WATER
 
|Rate of transfer between the two phases.
 
|Rate of transfer between the two phases.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,470: Line 12,206:
 
|Checks if the tracers has two phases  
 
|Checks if the tracers has two phases  
 
(adsorbe and dissolved) in the sediment
 
(adsorbe and dissolved) in the sediment
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,478: Line 12,217:
 
|Checks if the tracers has two phases  
 
|Checks if the tracers has two phases  
 
(adsorbe and dissolved) in the water column.
 
(adsorbe and dissolved) in the water column.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,485: Line 12,227:
 
|POINT_VOLUME
 
|POINT_VOLUME
 
|Volume of instantanous emission
 
|Volume of instantanous emission
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,492: Line 12,237:
 
|POSITION_CELLS
 
|POSITION_CELLS
 
|X and Y Position of the origin in grid cells.
 
|X and Y Position of the origin in grid cells.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,499: Line 12,247:
 
|POSITION_METERS
 
|POSITION_METERS
 
|X and Y Position of the origin in meters.
 
|X and Y Position of the origin in meters.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,506: Line 12,257:
 
|RESTART_FILE_OUTPUT_TIME
 
|RESTART_FILE_OUTPUT_TIME
 
|Output Time to write restart files
 
|Output Time to write restart files
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,513: Line 12,267:
 
|RESTART_FILE_OVERWRITE
 
|RESTART_FILE_OVERWRITE
 
|Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
 
|Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,520: Line 12,277:
 
|SED_VELOCITY
 
|SED_VELOCITY
 
|Sedimentation Velocity.
 
|Sedimentation Velocity.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Lagrangian
+
| rowspan="2" |Lagrangian
 
| rowspan="2" |SEDIMENTATION
 
| rowspan="2" |SEDIMENTATION
 
| rowspan="2" |Sedimentation type.
 
| rowspan="2" |Sedimentation type.
 
|Imposed
 
|Imposed
 
|
 
|
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|Stokes
 
|Stokes
 
|
 
|
Line 11,539: Line 12,300:
 
|SPLIT_PART
 
|SPLIT_PART
 
|Split big particles.
 
|Split big particles.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,546: Line 12,310:
 
|START_PARTIC_EMIT
 
|START_PARTIC_EMIT
 
|The Start Time of the continuous emission. By default is equal to the model start time.
 
|The Start Time of the continuous emission. By default is equal to the model start time.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,553: Line 12,320:
 
|STATISTICS
 
|STATISTICS
 
|Wheter to calculate or not the statistic.
 
|Wheter to calculate or not the statistic.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,560: Line 12,330:
 
|STATISTICS_FILE
 
|STATISTICS_FILE
 
|File name with the statistics definition.
 
|File name with the statistics definition.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,567: Line 12,340:
 
|STATISTICS_LAG
 
|STATISTICS_LAG
 
|Do a frequency analysis tracer by tracer.
 
|Do a frequency analysis tracer by tracer.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,574: Line 12,350:
 
|STOP_PARTIC_EMIT
 
|STOP_PARTIC_EMIT
 
|The Stop Time of the continuous emission. By default is equal to the model end time.
 
|The Stop Time of the continuous emission. By default is equal to the model end time.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,581: Line 12,360:
 
|T90
 
|T90
 
|Coliform Decay rate.
 
|Coliform Decay rate.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Lagrangian
+
| rowspan="2" |Lagrangian
| rowspan="2" |T90_VAR_METHOD_1
+
| rowspan="2" |T90_VAR_METHOD_1
 
| rowspan="2" |Method to compute T90 function.
 
| rowspan="2" |Method to compute T90 function.
 
|1
 
|1
 
|Fecal decay according to Canteras ''et al.'' (1995)
 
|Fecal decay according to Canteras ''et al.'' (1995)
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|2
 
|2
 
|Fecal decay according to Chapra (1997)
 
|Fecal decay according to Chapra (1997)
Line 11,600: Line 12,382:
 
|T90_VARIABLE
 
|T90_VARIABLE
 
|Check if the user wants to compute T90 function of ambient properties: salinity,temperature,light.
 
|Check if the user wants to compute T90 function of ambient properties: salinity,temperature,light.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,607: Line 12,392:
 
|TAU_DEP
 
|TAU_DEP
 
|Critical shear stress of deposition.
 
|Critical shear stress of deposition.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,614: Line 12,402:
 
|TAU_ERO
 
|TAU_ERO
 
|Critical shear stress of erosion.
 
|Critical shear stress of erosion.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,621: Line 12,412:
 
|THEORIC_AREA
 
|THEORIC_AREA
 
|Uses Theoric Area for Oil Processes.
 
|Uses Theoric Area for Oil Processes.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,628: Line 12,422:
 
|THICKNESS_METERS
 
|THICKNESS_METERS
 
|The initial thickness of the particles. (For floating particle only). (Used to calculate the area if the emission is accident and the total number of particles if the emission is box)
 
|The initial thickness of the particles. (For floating particle only). (Used to calculate the area if the emission is accident and the total number of particles if the emission is box)
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,635: Line 12,432:
 
|TIME_DECAY
 
|TIME_DECAY
 
|Decay time is used to compute a relxation term that makes the critical shear stress of erosion tend to the average tracer erosion rate of the cell where the tracer is deposited.
 
|Decay time is used to compute a relxation term that makes the critical shear stress of erosion tend to the average tracer erosion rate of the cell where the tracer is deposited.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,642: Line 12,442:
 
|TIME_SERIE
 
|TIME_SERIE
 
|Checks if the user wants to write time series of the particle properties
 
|Checks if the user wants to write time series of the particle properties
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,649: Line 12,452:
 
|TIME_SERIE_LOCATION
 
|TIME_SERIE_LOCATION
 
|Gets the position of the water points in the Map Module.
 
|Gets the position of the water points in the Map Module.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Lagrangian
+
| rowspan="2" |Lagrangian
 
| rowspan="2" |TURB_V
 
| rowspan="2" |TURB_V
 
| rowspan="2" |Vertical turbulence parameterization
 
| rowspan="2" |Vertical turbulence parameterization
 
|Constant
 
|Constant
 
|Constant Parameterization
 
|Constant Parameterization
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|Profile
 
|Profile
 
|Parameterization based on the velocity profile
 
|Parameterization based on the velocity profile
Line 11,669: Line 12,476:
 
|Time needed for a particle to double volume.
 
|Time needed for a particle to double volume.
 
Turns particles volume variation on.
 
Turns particles volume variation on.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,676: Line 12,486:
 
|UNITS
 
|UNITS
 
|Units of the property.
 
|Units of the property.
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,683: Line 12,496:
 
|VARVELH
 
|VARVELH
 
|Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelHX * Vel + VarVelH
 
|Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelHX * Vel + VarVelH
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,690: Line 12,506:
 
|VARVELHX
 
|VARVELHX
 
|Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity  UStandardDeviation = VarVelHX * Vel + VarVelH
 
|Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity  UStandardDeviation = VarVelHX * Vel + VarVelH
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,697: Line 12,516:
 
|VARVELV
 
|VARVELV
 
|Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelVX * Vel + VarVelV
 
|Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelVX * Vel + VarVelV
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,704: Line 12,526:
 
|VARVELVX
 
|VARVELVX
 
|Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelVX * Vel + VarVelV
 
|Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelVX * Vel + VarVelV
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,710: Line 12,535:
 
|Lagrangian
 
|Lagrangian
 
|VISCCINREF
 
|VISCCINREF
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,718: Line 12,546:
 
|VOLFAC
 
|VOLFAC
 
|Factor which indicates when a particle with variable volume is to be deleted (Volume > Initial Volume * VOLFAC)
 
|Factor which indicates when a particle with variable volume is to be deleted (Volume > Initial Volume * VOLFAC)
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Lagrangian
+
| rowspan="2" |Lagrangian
 
| rowspan="2" |VOLUME_INCREASE
 
| rowspan="2" |VOLUME_INCREASE
 
| rowspan="2" |How volume increase is calculated
 
| rowspan="2" |How volume increase is calculated
 
|Double
 
|Double
 
|The doublication occur after the time given by TVOL200
 
|The doublication occur after the time given by TVOL200
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Lagrangian
 
 
|Velocity
 
|Velocity
 
|The doublication occur after the time given by TVOL200, but also depends on the local velocity
 
|The doublication occur after the time given by TVOL200, but also depends on the local velocity
Line 11,737: Line 12,569:
 
|WINDCOEF
 
|WINDCOEF
 
|Wind transfer Coefficient
 
|Wind transfer Coefficient
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,746: Line 12,581:
 
|
 
|
 
|
 
|
|-
+
|
 +
|
 +
|
 +
|-
 
| Water
 
| Water
 
|Lagrangian
 
|Lagrangian
Line 11,811: Line 12,649:
 
|API
 
|API
 
|American Petroleum Institute (API) Gravity
 
|American Petroleum Institute (API) Gravity
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,818: Line 12,659:
 
|ASPHALTENECONTENT
 
|ASPHALTENECONTENT
 
|Asphaltene Content
 
|Asphaltene Content
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,825: Line 12,669:
 
|CEMULS
 
|CEMULS
 
|Emulsification Constant ((% of evaporated oil before emulsification brgins)
 
|Emulsification Constant ((% of evaporated oil before emulsification brgins)
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,832: Line 12,679:
 
|CPDISTEXP
 
|CPDISTEXP
 
|Cumulative Volume Fraction of Oil Distilled
 
|Cumulative Volume Fraction of Oil Distilled
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
 
|-
 
|-
| Water
+
| rowspan="2" |Water
|Oil
+
| rowspan="2" |Oil
 
| rowspan="2" |DISPERSIONMETHOD
 
| rowspan="2" |DISPERSIONMETHOD
 
| rowspan="2" |Method for Dispersion
 
| rowspan="2" |Method for Dispersion
 
|Delvigne
 
|Delvigne
 
|Dispersion parameterized with Delvigne formulation
 
|Dispersion parameterized with Delvigne formulation
 +
| rowspan="2" |
 +
| rowspan="2" |
 +
| rowspan="2" |
 
|-
 
|-
| Water
 
|Oil
 
 
|Mackay
 
|Mackay
 
|Dispersion parameterized with Mackay formulation
 
|Dispersion parameterized with Mackay formulation
Line 11,851: Line 12,702:
 
|DT_OIL_INTPROCESSES
 
|DT_OIL_INTPROCESSES
 
|Time Step used in computation of oil internal processes
 
|Time Step used in computation of oil internal processes
 +
|
 +
|
 +
|
 
|
 
|
 
|
 
|
Line 11,858: Line 12,712:
 
|EFFICIENCY
 
|EFFICIENCY
 
|% of Area sprayed effectively dispersed
 
|% of Area sprayed effectively dispersed
 +
|