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MOHID Base 1

Module Benthos

Project Module Keyword Keyword description Options Option description
Base 1 Benthos BIOSI_DECAY_RATE Biogenic silica dissolution rate
Base 1 Benthos DIATOMS Compute diatoms mortality
Base 1 Benthos DIATOMS_MORTALITY Diatoms mortality rate when deposited
Base 1 Benthos DIATOMS_NC_RATIO Diatoms Nitrogen/Carbon ratio
Base 1 Benthos DIATOMS_PC_RATIO Diatoms Phosphorus/Carbon ratio
Base 1 Benthos DIATOMS_SIC_RATIO Diatoms Silica/Carbon ratio
Base 1 Benthos DT Time step to compute benthic biogeochemical processes
Base 1 Benthos MIN_OXYGEN Minimum oxygen concentration for mineralization to occur
Base 1 Benthos NC_RATIO Nitrogen/Carbon ratio of organic matter
Base 1 Benthos NITROGEN Compute nitrogen processes
Base 1 Benthos OXYGEN Compute oxygen processes
Base 1 Benthos PC_RATIO Phosphorus/Carbon ratio of organic matter
Base 1 Benthos PELAGIC_MODEL Pelagic model name to which ModuleBenthos will be coupled WaterQuality
Base 1 Benthos PELAGIC_MODEL Pelagic model name to which ModuleBenthos will be coupled LifeModel
Base 1 Benthos PHOSPHORUS Compute phosphorus processes
Base 1 Benthos PHYTO Compute phytoplankton mortality
Base 1 Benthos PHYTO_MORTALITY Phytoplankton

mortality rate when deposited

Base 1 Benthos PHYTO_NC_RATIO Phytoplankton Nitrogen/Carbon ratio
Base 1 Benthos PHYTO_PC_RATIO Phytoplankton Nitrogen/Carbon ratio
Base 1 Benthos PON_DECAY_RATE Particulate organic nitrogen mineralization rate
Base 1 Benthos PON_DECAY_TFACTOR Particulate Organic Nitrogen temperature influence factor in mineralization Rate
Base 1 Benthos POP_DECAY_RATE Particulate organic phosphorus mineralization rate
Base 1 Benthos POP_DECAY_TFACTOR Particulate Organic Phosphorus temperature influence factor in mineralization Rate
Base 1 Benthos SILICA

Module CEQUALW2

Project Module Keyword Keyword description Options Option description
Base 1 CEQUALW2 DTSECONDS time step, in seconds, between two CEQUALW2 calls
Base 1 CEQUALW2 NAME Algae Property name as defined on Module GlobalData

Module Discharges

Project Module Keyword Keyword description Options Option description
Base 1 Discharges ALTERNATIVE_LOCATIONS Activates the automatic search for alternative locations, when the discharge point is not a covered point
Base 1 Discharges CREST_HEIGTH Crest Height. Parameter needed in the case of the option FLOW_OVER is active (spill flow).
Base 1 Discharges DATA_BASE_FILE Definition of the data base timeserie file. If there is one, model assumes that the discharge is time variable
Base 1 Discharges DEFAULT_FLOW_VALUE Default flow value
Base 1 Discharges DEFAULT_VELOCITY_VALUE Default velocity associated with the discharge. Important to compute momentum fluxes
Base 1 Discharges DEFAULTVALUE Water property value
Base 1 Discharges DESCRIPTION Discharge description
Base 1 Discharges FLOW_COLUMN Column where the flow is defined in the data base timeserie file
Base 1 Discharges FLOW_OVER Computes a negative discharge, function of the water level, also known as spill flow
Base 1 Discharges I_CELL Line where the discharge is located. When defined, a grid-based discharged is assumed
Base 1 Discharges J_CELL Column where the discharge is located
Base 1 Discharges K_CELL Layer where the discharge is located
Base 1 Discharges NAME Discharge name
Base 1 Discharges NODE_ID ID of the discharge, when it isn't grid-based
Base 1 Discharges TIME_SERIE_COLUMN This keyword is used to give to the model the column where the water property associated with this sub-block is defined in the timeserie.
Base 1 Discharges U_COLUMN This keyword is used to give to model the column where the velocity X is defined in the data base timeserie file
Base 1 Discharges V_COLUMN This keyword is used to give to model the column where the velocity Y is defined in the data base timeserie file
Base 1 Discharges WEIR_COEF Weir Coeficient. Parameter needed in the case of the option FLOW_OVER is active (spill flow).
Base 1 Discharges WEIR_LENGTH Weir Length. Parameter needed in the case of the option FLOW_OVER is active (spill flow).

Module DrainageNetwork

Project Module Keyword Keyword description Options Option description
Base 1 DrainageNetwork ADVECTION_DIFUSION Compute advection and difusion of property
Base 1 DrainageNetwork ADVECTION_SCHEME Numerical Discretization of Advection. 1 UpwindOrder1 (Upwind scheme of 1st order)
Base 1 DrainageNetwork ADVECTION_SCHEME Numerical Discretization of Advection. 5 CentralDif (Central differences scheme)
Base 1 DrainageNetwork CHECK_NODES Check nodes consistency in the drainage network file
Base 1 DrainageNetwork CHECK_REACHES Check reaches consistency in the drainage network file (a reach connects 2 nodes)
Base 1 DrainageNetwork CONTINUOUS Computations follow from another simulation
Base 1 DrainageNetwork DATA_COLUMN Number of column in the time serie file with the downstream water depth values
Base 1 DrainageNetwork DEFAULT_VALUE Default value for water depth at the downstream boundary condition
Base 1 DrainageNetwork DEFAULT_VALUE Default value for this property. Also used as initial value.
Base 1 DrainageNetwork DESCRIPTION Description of property
Base 1 DrainageNetwork DIFFUSION_SCHEME Numerical Discretization of Difusion. 5 CentralDif (Central Differences discretization)
Base 1 DrainageNetwork DIFFUSIVITY Diffusivity of property
Base 1 DrainageNetwork DISCHARGES Has water discharges into the drainage network
Base 1 DrainageNetwork DISCHARGES Check if property has discharges.
Base 1 DrainageNetwork DOWNSTREAM_BOUNDARY Choose downstream boundary condition 0 Dam (flow at the outlet = 0.0)
Base 1 DrainageNetwork DOWNSTREAM_BOUNDARY Choose downstream boundary condition 1 Normal (solves KynematicWave at the outlet)
Base 1 DrainageNetwork DOWNSTREAM_BOUNDARY Choose downstream boundary condition 2 ImposedWaterDepth
Base 1 DrainageNetwork FILE_IN_TIME Downstream boundary condition evolution NONE Constant evolution of downstream boundary condition (constant water depth)
Base 1 DrainageNetwork FILE_IN_TIME Downstream boundary condition evolution TIMESERIE Reads a time serie with water depth for downstream boundary condition
Base 1 DrainageNetwork FILENAME Path to the file with the downstream water depth time serie values
Base 1 DrainageNetwork GLOBAL_MANNING Assigns a Manning rugosity coeficient to all the drainage network channels
Base 1 DrainageNetwork HYDRODYNAMIC_APROX Chooses the hydrodynamic approximation to be solved in the momentum equation 1 KinematicWave (friction = slope gradient)
Base 1 DrainageNetwork HYDRODYNAMIC_APROX Chooses the hydrodynamic approximation to be solved in the momentum equation 2 DiffusionWave (full St Venant equation except for advection)
Base 1 DrainageNetwork HYDRODYNAMIC_APROX Chooses the hydrodynamic approximation to be solved in the momentum equation 3 DynamicWave (full St Venant equation)
Base 1 DrainageNetwork INITIAL_WATER_DEPTH Assigns an initial water depth to all channels. only if continuous computation is not choosed.
Base 1 DrainageNetwork INITIALIZATION_METHOD Choose initialization method for this property. CONSTANT Constant initialization of property
Base 1 DrainageNetwork MIN_VALUE Minimum concentration of property.
Base 1 DrainageNetwork MIN_WATER_DEPTH Minimum water column for computations
Base 1 DrainageNetwork NAME Name of property
Base 1 DrainageNetwork NETWORK_FILE Path to the file that describes nodes and reaches
Base 1 DrainageNetwork TIME_SERIE Output of property values in time series files.
Base 1 DrainageNetwork TIME_SERIE_LOCATION Path to the file that has the time series location characteristics
Base 1 DrainageNetwork UNITS Units of property
Base 1 DrainageNetwork XS_CALC Method to compute trapezoidal cross section (1 - Analitic; 2 - Discretization dH)

Module Life

Project Module Keyword Keyword description Options Option description
Base 1 Life AFFINITY_NH4 Affinity for NH4 uptake
Base 1 Life AFFINITY_NO3 Affinity for NO3 uptake
Base 1 Life AFFINITY_PO4 Affinity for PO4 uptake
Base 1 Life ALPHA_CHL Chl specific initial slop of P vs I curve
Base 1 Life ASS_EFFIC Asimilation efficiency
Base 1 Life ASS_EFFIC_LOW_O2 Asimilation efficiency @ low O2
Base 1 Life ASSIMIL_EFFIC Assimilation efficiency
Base 1 Life BIO_SI_DISS Biogenic silica dissolution rate
Base 1 Life CHL_DEGRAD_RATE Chla degradation rate constant
Base 1 Life DENS_DEP_MORT Density-dependence mortality rate
Base 1 Life DOM_UP_KS Half saturation value for DOM uptake
Base 1 Life DOMSL_BAC_KS Bacteria mediated DOMsl Hydrolysis
Base 1 Life DOMSL_BAC_VMAX Vmax for DOMsl Hydrolysis
Base 1 Life EXC_DOM_SL_FRAC DOM diverted to semi-labile pool
Base 1 Life EXCRE_UP_FRAC Excreted fraction of uptake
Base 1 Life EXU_NUT_STRESS Exudation under nutrient stress
Base 1 Life GRAZ_AVAIL Availability of Prey X
Base 1 Life GRAZ_UP_KS Half saturation value for uptake
Base 1 Life LIGHT_LIM_METHOD Light limitation method
Base 1 Life LYS_REF_CON Lysis_Ref_Con
Base 1 Life MASS_XEK Command to make a mass conservation test
Base 1 Life MAX_ASSIMIL Maximal assimilation rate
Base 1 Life MAX_CHLN_RATIO Maximal Chl:N ratio
Base 1 Life MAX_NC_RATIO Maximal N:C ratio
Base 1 Life MAX_PC_RATIO Maximal P:C ratio
Base 1 Life MAX_SPEC_UP_@10C Maximum specific uptake @ 10ºC
Base 1 Life MAX_STORE_FILL Maximal rate of storage filling
Base 1 Life MIN_LYSIS Minimal lysis rate
Base 1 Life MIN_NC_RATIO Minimal N:C ratio
Base 1 Life MIN_PC_RATIO Minimal P:C ratio
Base 1 Life MIXOTROPHY Hability to performe mixotrophy
Base 1 Life MORT_DOM_SL_FRAC DOC_SL_Frac
Base 1 Life MORT_O2_DEP Oxygen-dependent mortality rate
Base 1 Life MORT_POM_FRAC Fraction of mortality to POM
Base 1 Life MORT_RATE Temperature-independent mortality rate
Base 1 Life NH4_Ks PO4 uptake affinity
Base 1 Life NIT_IN_COEF Nitrification inhibition coeficient
Base 1 Life NIT_O_N_CONV Nitrification O:N consumption ratio
Base 1 Life NITRIFRADLIM Light radiation bellow which nitrification occurs
Base 1 Life NITRIFRATE Nitrification rate
Base 1 Life NO3_Ks NO3 uptake affinity
Base 1 Life NUT_STRESS_TRESHOLD Nutrient stress threshold (sedimentation)
Base 1 Life O2_CARB_CONVERS Oxygen to carbon conversion factor
Base 1 Life O2_KS Oxygen half saturation constant
Base 1 Life O2_LOW_ASS_EFIC Oxygen concentration bollow which ass efic is low
Base 1 Life PHOTOINHIBITION Photoinhibition
Base 1 Life PO4_Ks PO4 uptake affinity
Base 1 Life POM_BAC_KS Bacteria mediated POM Hydrolysis MM cosntant
Base 1 Life POM_BAC_VMAX Vmax for POM Hydrolysis
Base 1 Life Q10_VALUE Q10 value for temperature limitation
Base 1 Life REDFIELD_NC Redfield N:C ratio
Base 1 Life REDFIELD_PC Redfield P:C ratio
Base 1 Life REDFIELD_SiC Standard Si:C ratio
Base 1 Life REF_TEMP Reference temperature
Base 1 Life REF_TEMP_Q10 Reference temperature for Q10 method
Base 1 Life REL_EXCESS_SI Release rate of excess silicate
Base 1 Life RESP_BASAL Basal respiration rate
Base 1 Life RESP_FRAC_PROD Respired fraction of production
Base 1 Life REST_RESP_@10C Rest respiration @ 10ºC
Base 1 Life SED_MIN Minimal sedimentation rate
Base 1 Life SED_NUT_STRESS Nutrient stress sedimentation rate
Base 1 Life SEDIM_MIN Minimal sedimentation rate
Base 1 Life SEDIM_NUT_STRESS Nutrient stress threshold (sedimentation)
Base 1 Life SI_UPTAKE_KS Silicate uptake Michaelis constant
Base 1 Life SILICA_USE Set Silica use by the producer
Base 1 Life TEMP_LIM_METHOD Temperature limitation method

Module MacroAlgae

Project Module Keyword Keyword description Options Option description
Base 1 MacroAlgae BEACHED_MORT_RATE Beached drifting macroalgae mortality rate
Base 1 MacroAlgae DEPLIM Maximum SPM deposition flux allowed for macroalgae to grow
Base 1 MacroAlgae DISSDON fraction of dissolved organic material excreted by macroalgae
Base 1 MacroAlgae DT Time step compute macroalgae biogeochemical processes
Base 1 MacroAlgae ENDREPC Macroalgae endogenous respiration rate
Base 1 MacroAlgae EROCRITSS Critical shear stress for macroalgae dettachment to occur
Base 1 MacroAlgae EXCRCONS Macroalgae excretion rate
Base 1 MacroAlgae GRAZCONS Grazing rate over macroalgae
Base 1 MacroAlgae GROWMAX macroalgae maximum growth rate
Base 1 MacroAlgae MACROALGAE_MINCONC Minimum residual value for macroalgae abundance
Base 1 MacroAlgae MIN_OXYGEN Minimum oxygen concentration for macroalgae growth
Base 1 MacroAlgae MORTCON Macroalgae mortality half saturation constant
Base 1 MacroAlgae MORTMAX Macroalgae natural mortality rate
Base 1 MacroAlgae NITROGEN Defines if the user wishes to compute the nitrogen cycle
Base 1 MacroAlgae NSATCONS nitrogen half-saturation constant for macroalgae
Base 1 MacroAlgae PELAGIC_MODEL Pelagic biogeochemical module coupled
Base 1 MacroAlgae PHOSPHORUS Defines if the user wishes to compute the phosphorus cycle
Base 1 MacroAlgae PHOTOIN macroalgae optimum radiation value
Base 1 MacroAlgae PHOTORES Macroalgae photorespiration rate
Base 1 MacroAlgae PSATCONS phosphorus half-saturation constant for macroalgae
Base 1 MacroAlgae RATIONC Macroalgae nitrogen/carbon ratio
Base 1 MacroAlgae RATIOPC Macroalgae phosphorus/carbon ratio
Base 1 MacroAlgae SALT_EFFECT Include salinity limitation on macroalgae growth
Base 1 MacroAlgae SALTCRIT Macroalgae critical salinity limit growth
Base 1 MacroAlgae SALTMAX Macroalgae maximum salinity for growth
Base 1 MacroAlgae SALTMIN Macroalgae minimum salinity for growth
Base 1 MacroAlgae SALTOPT Macroalgae optimum salinity for growth
Base 1 MacroAlgae SOLEXCR Fraction of soluble inorganic material excreted by macroalgae
Base 1 MacroAlgae TCONST1 Constant to control temperature response curve shape
Base 1 MacroAlgae TCONST2 Constant to control temperature response curve shape
Base 1 MacroAlgae TCONST3 Constant to control temperature response curve shape
Base 1 MacroAlgae TCONST4 Constant to control temperature response curve shape
Base 1 MacroAlgae TMIN Macroalgae minimum temperature for growth
Base 1 MacroAlgae TOPTMAX Macroalgae optimum maximum temperature for growth
Base 1 MacroAlgae TOPTMIN Macroalgae optimum minimum temperature for growth

Module Profile

Project Module Keyword Keyword description Options Option description
Base 1 Profile DT_OUTPUT_TIME Time step to perform profile outputs in HDF5
Base 1 Profile LOCALIZATION_I Grid cell index I where to perform profile output
Base 1 Profile LOCALIZATION_J Grid cell index J where to perform profile output
Base 1 Profile NAME Name of profile output

Module SedimentQuality

Project Module Keyword Keyword description Options Option description
Base 1 SedimentQuality Acoef Coeficient for labil OM decay rate
Base 1 SedimentQuality Acoef Coeficient for labil OM decay rate
Base 1 SedimentQuality Acoef Acoef for Heterotrophs decay rate
Base 1 SedimentQuality Acoef Acoef for Autotrophs C specific decay (death) Rate
Base 1 SedimentQuality Acoef Acoef for the Anaerobic C specific decay (death) Rate
Base 1 SedimentQuality Acoef Calculates the AmmoniaToNitrate (nitrification) specific Rate
Base 1 SedimentQuality Acoef A coef for

the AmmoniaImobilization specific Rate

Base 1 SedimentQuality Acoef Acoef for for the NitrateToNgas specific Rate (denitrification)
Base 1 SedimentQuality Acoef Acoef for the NitrateImobilization specific Rate
Base 1 SedimentQuality AE Activation Energy for labil organic mater carbon decay rate
Base 1 SedimentQuality AE Coeficient for refractory OM decay rate
Base 1 SedimentQuality AE AE for Heterotrophs decay rate
Base 1 SedimentQuality AE AE activation energy for the Autotrophs C specific decay (death) Rate
Base 1 SedimentQuality AE AE for the Anaerobic C specific decay (death) Rate
Base 1 SedimentQuality AE Calculates the AmmoniaToNitrate (nitrification) specific Rate.
Base 1 SedimentQuality AE Calculates the AmmoniaImobilization specific Rate
Base 1 SedimentQuality AE Activation Energy for the NitrateToNgas specific Rate
Base 1 SedimentQuality AE Activation Energy for the NitrateImobilization specific Rate
Base 1 SedimentQuality CARBON Determines if calculations of carbon related properties is performed
Base 1 SedimentQuality CARBON_EFICIENCY Efifiency on the assimilation of carbon for the Hetrotrophic population. The remaining is lost as CO2
Base 1 SedimentQuality CARBON_EFICIENCY Carbon assimilation efficiency for Anaerobic population
Base 1 SedimentQuality CN_RATIO CN ratio of Hetrotrophs biomass
Base 1 SedimentQuality CN_RATIO CN ratio of Autotrophs biomass
Base 1 SedimentQuality CN_RATIO CN ratio of anaerobic population.
Base 1 SedimentQuality DTSECONDS Time step for sediment quality calculation
Base 1 SedimentQuality EXPLICIT Sistem is solved with explicit formulation
Base 1 SedimentQuality MINIMUM_POPULATION Minimum population for death rate to occur (below value no death)
Base 1 SedimentQuality MINIMUM_POPULATION Minimum population for death rated to take place
Base 1 SedimentQuality MINIMUM_POPULATION Minimum population for death rate top occur
Base 1 SedimentQuality NITROGEN Option to activate or deactivate the calculation of Nitrogen related properties
Base 1 SedimentQuality NITROGEN_EFICIENCY NITROGEN EFICIENCY for autotrophic population
Base 1 SedimentQuality NITROGEN_EFICIENCY Nitrogen assimilation efficiency of anaerobic population
Base 1 SedimentQuality POPULATION_CARBON_RATIO Convertion form carbon concentration to population for Anaerobic populations
Base 1 SedimentQuality POPULATION_CARBON_RATIO COnversion form Carbon mass of hetrotrphs to population nºs
Base 1 SedimentQuality POPULATION_CARBON_RATIO Convertion form carbon biomass to nº of individual cells
Base 1 SedimentQuality Temperature Temperature for Autotrophs C specific decay (death) Rate
Base 1 SedimentQuality Temperature Optimum temperature for the Anaerobic C specific decay (death) Rate
Base 1 SedimentQuality Temperature Optimum temperature for the AmmoniaToNitrate (nitrification) specific Rate
Base 1 SedimentQuality Temperature Optimum temperature for the AmmoniaImobilization specific Rate
Base 1 SedimentQuality Temperature OPtimum temperature for the NitrateToNgas specific Rate
Base 1 SedimentQuality Temperature Optimum temperature for the NitrateImobilization specific Rate
Base 1 SedimentQuality Temperature Optimum temperature for decay rate
Base 1 SedimentQuality Temperature Optimum Temperature for rate
Base 1 SedimentQuality Temperature Optimum Temperature for rate

Module WaterQuality

Project Module Keyword Keyword description Options Option description
Base 1 WaterQuality AFG Growth coefficient dependent of fishfood availability HalfSaturationConstant
Base 1 WaterQuality AGE Water "Age" : Lagrangean property
Base 1 WaterQuality ASS_EFIC Phytoplankton: Assimilation efficiency of flagellates by the zooplankton
Base 1 WaterQuality ATG Growth coefficient dependent of temperature
Base 1 WaterQuality ATZ Death coefficient dependent of temperature
Base 1 WaterQuality AWG Growth coefficient dependent of larvae weight
Base 1 WaterQuality AWZ Death coefficient dependent of larvae weight
Base 1 WaterQuality BACINGCIL Ciliates: Proportion of bacteria in microzooplankton ingestion
Base 1 WaterQuality BACMINSUB Bacteria: Minimum substract concentration for bacteria uptake
Base 1 WaterQuality BACNCONS Bacteria: Half-saturation constant for bacteria nutrient uptake
Base 1 WaterQuality BACTERIA Bacteria: Processes Simulation
Base 1 WaterQuality BACTRATIOOC Oxygen: Bacteria Oxygen/Carbon Ratio
Base 1 WaterQuality BARESPCO Bacteria: Excretion Rate
Base 1 WaterQuality BMAXUPTA Bacteria: Maximum nutrient uptake at the reference temperature
Base 1 WaterQuality BOD BOD: Processes Simulation
Base 1 WaterQuality BODCOEF BOD: BOD oxidation coefficient
Base 1 WaterQuality BODOSSAT BOD: Oxygen limitation half-saturation constant
Base 1 WaterQuality BODREF BOD: BOD oxidation at the reference temperature
Base 1 WaterQuality BRATIONC Bacteria: Nitrogen/Carbon Ratio
Base 1 WaterQuality BTG Growth coefficient dependent of temperature
Base 1 WaterQuality BTZ Death coefficient dependent of temperature
Base 1 WaterQuality BWG Growth coefficient dependent of larvae weight
Base 1 WaterQuality BWZ Death coefficient dependent of larvae weight
Base 1 WaterQuality CEXCCONS Ciliates: Excretion constant curve
Base 1 WaterQuality CEXCFAC Ciliates: Excretion factor
Base 1 WaterQuality CILBACASS Ciliates: Assimilation coefficient of bacteria by microzooplankton
Base 1 WaterQuality CILCORATIO Oxygen: Oxygen/Carbon ratio in microzooplankton respiration
Base 1 WaterQuality CILEFFCAPBA Ciliates: Capture efficiency of bacteria
Base 1 WaterQuality CILEFFCAPPHY Ciliates: Capture efficiency of phytoplankton
Base 1 WaterQuality CILIATE Ciliates: Processes Simulation
Base 1 WaterQuality CILPHYASS Ciliates: Assimilation coefficient of flagellates by microzooplankton
Base 1 WaterQuality CILPREYMIN Ciliates: Minimum prey concentration for grazing
Base 1 WaterQuality CILRATINGZOO Zooplankton: Proportion of microzooplankton in mesozooplankton ingestion
Base 1 WaterQuality CINGMAX Ciliates: Maximum ingestion rate
Base 1 WaterQuality CRATIONC Ciliates: Nitrogen/Carbon Ratio
Base 1 WaterQuality CRATIOPC Ciliates: Phosphorus/Carbon Ratio
Base 1 WaterQuality CREFRESP Ciliates: Carbon consumption rate by respiration
Base 1 WaterQuality DENITREF Nitrogen: Reference denitirfication rate
Base 1 WaterQuality DENSATCO Nitrogen: Denitrification half-saturation constant
Base 1 WaterQuality DIASS_EFIC Diatoms: Assimilation efficiency of diatoms by zooplankton
Base 1 WaterQuality DIATOMS Diatoms: Processes Simulation
Base 1 WaterQuality DIDISSDON Diatoms: Fraction of dissolved organic material in excretions
Base 1 WaterQuality DIEXCRCONS Diatoms: Excretion constant
Base 1 WaterQuality DIFENDREPC Diatoms: Endogenous respiration constant
Base 1 WaterQuality DIGRAZMIN Zooplankton: Minimum diatoms concentration for grazing
Base 1 WaterQuality DIGROWMAX Diatoms: Maximum gross growth rate
Base 1 WaterQuality DIMORTCON Diatoms: Mortality half-saturation Constant
Base 1 WaterQuality DIMORTMAX Diatoms: Maximum Mortality Rate
Base 1 WaterQuality DINSATCONS Diatoms: Nitrogen half-saturation constant
Base 1 WaterQuality DIPHOTOIN Diatoms: Optimum light intensity for photosynthesis
Base 1 WaterQuality DIPHOTORES Diatoms: Fraction of actual photosynthesis oxidized by photorespiration
Base 1 WaterQuality DIPSATCONS Diatoms: Phosphorus half-saturation constant
Base 1 WaterQuality DIRATINGZOO Zooplankton: Proportion of diatoms in mesozooplankton ingestion
Base 1 WaterQuality DIRATIONC Diatoms: Nitrogen/Carbon Ratio
Base 1 WaterQuality DIRATIOPC Diatoms: Phosphorus/Carbon Ratio
Base 1 WaterQuality DIRATIOSIC Diatoms: Silica/Carbon Ratio
Base 1 WaterQuality DISISATCONS Diatoms: Silicate half-saturation constant
Base 1 WaterQuality DISOLEXCR Diatoms: Fraction of soluble inorganic material in excretions
Base 1 WaterQuality DITCONST1 Diatoms: Constant to control temperature response curve shape
Base 1 WaterQuality DITCONST2 Diatoms: Constant to control temperature response curve shape
Base 1 WaterQuality DITCONST3 Diatoms: Constant to control temperature response curve shape
Base 1 WaterQuality DITCONST4 Diatoms: Constant to control temperature response curve shape
Base 1 WaterQuality DITMAX Diatoms: Maximum temperature tolerable for growth
Base 1 WaterQuality DITMIN Diatoms: Minimum tolerable temperature for growth
Base 1 WaterQuality DITOPTMAX Diatoms: Maximum temperature of the optimal interval for photosynthesis
Base 1 WaterQuality DITOPTMIN Diatoms: Minimum temperature of the optimal interval for photosynthesis
Base 1 WaterQuality DIZOASS Zooplankton: Assimilation coefficient of diatoms by mesozooplankton
Base 1 WaterQuality DIZOOEFFCAP Zooplankton: Capture efficiency of diatoms
Base 1 WaterQuality DTSECONDS Time step for water quality processes calculation
Base 1 WaterQuality EXCRCONS Phytoplankton: Excretion constant
Base 1 WaterQuality EXPLICIT Explicit Method
Base 1 WaterQuality FDISSDON Phytoplankton: Fraction of dissolved organic material in excretions
Base 1 WaterQuality FENDREPC Phytoplankton: Endogenous respiration constant
Base 1 WaterQuality FINAL_AGE Larvae Final Age
Base 1 WaterQuality FINAL_LENGTH Larvae Final Length
Base 1 WaterQuality FISHFOOD_REF Reference food availability
Base 1 WaterQuality FMORTCON Phytoplankton: Mortality half saturation rate
Base 1 WaterQuality FMORTMAX Phytoplankton: Maximum mortality
Base 1 WaterQuality FRATIONC Phytoplankton: Nitrogen/Carbon Ratio
Base 1 WaterQuality FRATIOPC Phytoplankton: Phosphorus/Carbon ratio
Base 1 WaterQuality FREGSATC Nutrients: Nutrient regeneration half-saturation rate
Base 1 WaterQuality FSOLEXCR Phytoplankton: Fraction of soluble inorganic in excretions
Base 1 WaterQuality GRAZBACMIN Ciliates: Minimum flagellates concentration for grazing
Base 1 WaterQuality GRAZCILMIN Zooplankton: Minimum microzooplankton concentration for grazing
Base 1 WaterQuality GRAZFITOMIN Zooplankton: Minimum fagellates concentration for grazing
Base 1 WaterQuality GROWMAXF Phytoplankton: Maximum growth rate
Base 1 WaterQuality GROWMAXZ Zooplankton: Maximum zooplankton growth rate
Base 1 WaterQuality IMPLICIT Implicit Method Calculation
Base 1 WaterQuality INGCONSC Ciliates: Half-saturation constant for grazing
Base 1 WaterQuality INGCONSZ Zooplankton: Half-saturation constant for predation
Base 1 WaterQuality INIT_AGE Larvae Inital Age
Base 1 WaterQuality INIT_LENGTH Larvae Inital Length
Base 1 WaterQuality INTER_AGE Larvae Intermediate Age
Base 1 WaterQuality INTER_LENGTH Larvae Intermediate Length
Base 1 WaterQuality IVLEVCON Zooplankton: Ivlev grazing constant
Base 1 WaterQuality LARVAE Larvae Processes Simulation
Base 1 WaterQuality LDENSITY Larvae density factor
Base 1 WaterQuality LSHAPE Larvae shape factor
Base 1 WaterQuality MAXMORTCI Ciliates: Maximum Mortality Rate
Base 1 WaterQuality MAXMORTZ Zooplankton: Maximum mortality rate
Base 1 WaterQuality MINMORTCI Ciliates: Minimum Mortality rate
Base 1 WaterQuality MINMORTZ Zooplankton: Minimum mortality rate
Base 1 WaterQuality MINOXYGEN Oxygen: Minimum oxygen concentration allowed
Base 1 WaterQuality MORTCICOEF Ciliates: Mortality coefficient
Base 1 WaterQuality MORTZCOEF Zooplankton: Shape factor for the mortality curve of zooplankton
Base 1 WaterQuality NATMORB Bacteria: Natural mortality rate
Base 1 WaterQuality NITONRAT Oxygen: Oxygen/Carbon in Nitrate
Base 1 WaterQuality NITRIREF Nitrogen: Reference nitrification rate
Base 1 WaterQuality NITROGEN Nitrogen: Biogeochemical Processes Simulation
Base 1 WaterQuality NITSATCO Nitrogen: Nitrification half-saturation constant
Base 1 WaterQuality NMINENR Nitrogen: Reference mineralization rate for dissolved organic nitrogen non refractory (DONnr)
Base 1 WaterQuality NMINR Nitrogen: Reference mineralization rate for Dissolved Organic Nitrogen refractory (DONr)
Base 1 WaterQuality NOPCOEF Nitrogen: PON decomposition temperature coefficient
Base 1 WaterQuality NOPREF Nitrogen: Reference Mineralization Rate for Particulate Organic Nitrogen (PON)
Base 1 WaterQuality NPHASES Number of larvae phases (valid values are 1 and 2)
Base 1 WaterQuality NSATCONS Phytoplankton: Nitrogen half-saturation constant
Base 1 WaterQuality OCRATIO Oxygen: Oxygen/Carbon in CO2
Base 1 WaterQuality OMRATIONC Oxygen: Organic Matter Nitrogen/Carbon Ratio
Base 1 WaterQuality OMRATIOPC Oxygen: Organic Matter Phosphorus/Carbon Ratio
Base 1 WaterQuality PHDECOMP Nitrogen: Fraction of PON available for mineralization
Base 1 WaterQuality PHOSOPRAT Oxygen: Oxygen/Carbon in Phosphate
Base 1 WaterQuality PHOSPHOR Phosphorus: Biogeochemical Processes Simulation
Base 1 WaterQuality PHOTOIN Phytoplankton: Optimum light intensity for photosyntesis
Base 1 WaterQuality PHOTORES Phytoplankton: Faction of actual photosynthesis oxidised by photorespiration
Base 1 WaterQuality PHOTOSOC Oxygen: Photosynthesis Oxygen/Carbon ratio
Base 1 WaterQuality PHYINGCIL Ciliates: Proportion of flagellates in microzooplankton ingestion
Base 1 WaterQuality PHYRATING Zooplankton: proportion of phytoplankton in mesozooplankton ingestion
Base 1 WaterQuality PHYTO Phytoplankton: Processes Simulation
Base 1 WaterQuality PLANK_OC_RAT Oxygen: Oxygen/Carbon ratio in plankton respiration
Base 1 WaterQuality PMINNR Phosphorus: DOPnr mineralization rate at reference temperature
Base 1 WaterQuality PMINNRCOEF Phosphorus: DOPnr mineralization temperature coefficient
Base 1 WaterQuality PMINR Phosphorus: DOPre mineralization rate at reference tempearture
Base 1 WaterQuality PMINRCOEF Phosphorus: DOPre mineralization temperature coefficient
Base 1 WaterQuality PPARTMIN Phosphorus: POP decomposition rate at reference temperature
Base 1 WaterQuality PSATCONS Phytoplankton: Phosphorus half-saturation constant
Base 1 WaterQuality SEMIIMP Semi-implicit Method Calculation
Base 1 WaterQuality SIDISSTCOEF Silica: Biogenic silica dissolution temperature coefficient
Base 1 WaterQuality SIKDISS Silica: Biogenic silica dissolution rate in the water column at the reference temperature
Base 1 WaterQuality SILICA Silica: Processes Simulation
Base 1 WaterQuality TBCONST1 Bacteria: Constant to control temperature response curve shape
Base 1 WaterQuality TBCONST2 Bacteria: Constant to control temperature response curve shape
Base 1 WaterQuality TBCONST3 Bacteria: Constant to control temperature response curve shape
Base 1 WaterQuality TBCONST4 Bacteria: Constant to control temperature response curve shape
Base 1 WaterQuality TBMAX Bacteria: Maximum temperature tolerable temperature for growth
Base 1 WaterQuality TBMIN Bacteria: Minimum temperature tolerable for growth
Base 1 WaterQuality TDENCOEF Nitrogen: Denitrification Temperature Coefficient
Base 1 WaterQuality TEMPERATURE_REF Larvae Reference temperature
Base 1 WaterQuality TFCONST1 Phytoplankton: Constant to control temperature response curve shape
Base 1 WaterQuality TFCONST2 Phytoplankton: Constant to control temperature response curve shape
Base 1 WaterQuality TFCONST3 Phytoplankton: Constant to control temperature response curve shape
Base 1 WaterQuality TFCONST4 Phytoplankton: Constant to control temperature response curve shape
Base 1 WaterQuality TFMAX Phytoplankton: Maximum temperature tolerable for growth
Base 1 WaterQuality TFMIN Phytoplankton: Minimum temperature tolerable for growth
Base 1 WaterQuality TMINNR Nitrogen: DONnr mineralization temperature coefficient
Base 1 WaterQuality TMINR Nitrogen: DONr mineralization temperature coefficient
Base 1 WaterQuality TNITCOEF Nitrogen: Nitrification temperature coefficient
Base 1 WaterQuality TOPTBMAX Bacteria: Maximum temperature of the optimal interval for growth
Base 1 WaterQuality TOPTBMIN Bacteria: Minimum temperature of the optimal interval for growth
Base 1 WaterQuality TOPTFMAX Phytoplankton: Maximum temperature of the optimal interval for photosyntesis
Base 1 WaterQuality TOPTFMIN Phytoplankton: Minimum temperature of the optimal interval forphotosyntesis
Base 1 WaterQuality TOPTZMAX Zooplankton: Maximum temperature of the optimal interval for the zooplankton growth
Base 1 WaterQuality TOPTZMIN Zooplankton: Minimum temperature of the optimal interval for the zooplankton growth
Base 1 WaterQuality TPPARTMINCOEF Phosphorus: POP decomposition temperature coefficient
Base 1 WaterQuality TZCONST1 Zooplankton: Constant to control temperature response curve shape
Base 1 WaterQuality TZCONST2 Zooplankton: Constant to control temperature response curve shape
Base 1 WaterQuality TZCONST3 Zooplankton: Constant to control temperature response curve shape
Base 1 WaterQuality TZCONST4 Zooplankton: Constant to control temperature response curve shape
Base 1 WaterQuality TZMAX Zooplankton: Maximum temperature tolerable for growth
Base 1 WaterQuality TZMIN Zooplankton: Minimum temperature tolerable for growth
Base 1 WaterQuality ZDISSDON Zooplankton: Dissolved organic fraction in excretions
Base 1 WaterQuality ZEXCCONS Zooplankton: Excretion constant for zooplankton
Base 1 WaterQuality ZEXCFAC Zooplankton: Excretion Factor
Base 1 WaterQuality ZINGMAX Zooplankton: Maximun ingestion rate
Base 1 WaterQuality ZOCILASS Zooplankton: Assimilation coefficient of microzooplankton by mesozooplankton
Base 1 WaterQuality ZOCRATIO Oxygen: Oxygen/Carbon ratio in mesozooplankton respiration
Base 1 WaterQuality ZOO Zooplankton: Processes Simulation
Base 1 WaterQuality ZOOEFFCAPCIL Zooplankton: Capture efficiency of microzoolankton
Base 1 WaterQuality ZOOEFFCAPHY Zooplankton: Capture efficiency of phytoplankton
Base 1 WaterQuality ZOOPREYMIN Zooplankton: Minimum prey concentration for grazing
Base 1 WaterQuality ZOPHYASS Zooplankton: Assimilation coefficient of flagellates by mesozooplankton
Base 1 WaterQuality ZPREDMOR Zooplankton: Predatory mortality rate (predation by higher trophic levels)
Base 1 WaterQuality ZRATIONC Zooplankton: Nitrogen/Carbon Ratio
Base 1 WaterQuality ZRATIOPC Zooplankton: Phosphorus/Carbon ratio
Base 1 WaterQuality ZREFRESP Zooplankton: Carbon consumption rate by respiration
Base 1 WaterQuality ZSOLEXCR Zooplankton: Soluble inorganic fraction in excretions

MOHID Base 2

Module Atmosphere

Project Module Keyword Keyword description Options Option description
Base 2 Atmosphere BOX_TIME_SERIE Output of property values in time series files, integrated in boxes.
Base 2 Atmosphere DATA_COLUMN Number of column in the time serie file.
Base 2 Atmosphere FILENAME Path to the file with the time serie.
Base 2 Atmosphere IRRIGATION Property added by irrigation
Base 2 Atmosphere NO_INTERPOLATION NoInterpolation of Value In Time (instead of interpolation calculates the exact amount of property in a time period). This requires VariableDT.
Base 2 Atmosphere OUTPUT_HDF Output of property values in HDF files.
Base 2 Atmosphere OUTPUT_TIME Output instants of HDF5 file.
Base 2 Atmosphere RADIATION_METHOD Method to compute solar radiation 1 Climatologic solar radiation algorithm
Base 2 Atmosphere RADIATION_METHOD Method to compute solar radiation 2 CEQUALW2 solar radiation algorithm
Base 2 Atmosphere RANDOM_COMPONENT Random component of property.
Base 2 Atmosphere STATISTICS Choose to compute the statistics of this property
Base 2 Atmosphere STATISTICS_FILE Path to the file with the statistics definition for this property.
Base 2 Atmosphere TIME_SERIE Output of property values in time series files.
Base 2 Atmosphere TIME_SERIE_LOCATION Path to the file that has the time series location characteristics.

Module BasinGeometry

Project Module Keyword Keyword description Options Option description
Base 2 BasinGeometry DELINEATE_BASIN Option to delineate basin
Base 2 BasinGeometry DELINEATION_FILE Output deliniation file location
Base 2 BasinGeometry DRAINAGE_DIRECTION Option to write drainage direction output asci grid file
Base 2 BasinGeometry DRAINAGE_DIRECTION_FILE Output file location
Base 2 BasinGeometry DRAINED_AREA Option to write Drained area asci grid data
Base 2 BasinGeometry DRAINED_AREA_FILE Drained area output file location
Base 2 BasinGeometry NEW_TOPOGRAPHY_FILE Path to new file that will be created once depretions are removed.
Base 2 BasinGeometry OUTLET_I Outlet cell location (I-Coordinate)
Base 2 BasinGeometry OUTLET_J Outlet cell location (J- Coordinate)
Base 2 BasinGeometry OUTPUT_HDF5 Output to HDF file
Base 2 BasinGeometry REACHES_FILE Output file location
Base 2 BasinGeometry REMOVE_DEPRESSIONS If this option is active basin delimiter removes depretions in the terrain so that evry cell can drain to one of its 8 neighbours
Base 2 BasinGeometry RESERVOIRS Consider reservoir in the terrain
Base 2 BasinGeometry RESERVOIRS_FILE Reservoir file location
Base 2 BasinGeometry SLOPE_DEPRESSIONS Minimum Slope in Depressions
Base 2 BasinGeometry TRESHOLD_AREA Minimum area that a cell must drain to be marked as river point
Base 2 BasinGeometry WRITE_DELINEATION Option to write output basin deliniation file
Base 2 BasinGeometry WRITE_REACHES Write output drainage network reach file

Module BoxDif

Project Module Keyword Keyword description Options Option description
Base 2 BoxDif OUTPUT_FILE Output file location
Base 2 BoxDif TYPE Coordinate Type
Base 2 BoxDif WRITE_BOXES Option to write boxes output file

Module FillMatrix

Project Module Keyword Keyword description Options Option description
Base 2 FillMatrix BOXES_VALUES Sequence of values for each box starting from box 1.
Base 2 FillMatrix CoefA Coeficient to compute analitical profile.
Base 2 FillMatrix CoefB Coeficient to compute analitical profile
Base 2 FillMatrix DATA_COLUMN DATA_COLUMN is the number of the relevant column in the time serie file.
Base 2 FillMatrix DEFAULTVALUE Default value when INITIALIZATION_METHOD is used.
Base 2 FillMatrix DEPTH_PROFILE Sequence of depth values. Used with PROFILE option.
Base 2 FillMatrix FILE_IN_TIME Defines the kind of reading operation performed in time to modify the field PROFILE_TIME_SERIE Read solution from various profiles in time
Base 2 FillMatrix FILE_IN_TIME Defines the kind of reading operation performed in time to modify the field TIMESERIE The data is given at a certain location with a time serie. See time series to know about time series file format. File path is given in FILEME. The number of the column containing needed data of the timeserie file must be indicated in DATA_COLUMN.
Base 2 FillMatrix FILE_IN_TIME Defines the kind of reading operation performed in time to modify the field NONE Matrix is not modified from reading values from file
Base 2 FillMatrix FILE_IN_TIME Defines the kind of reading operation performed in time to modify the field HDF Reads data from an HDF5 file. There are restrictions regarding file format:

1) The fields stored in the file must correspond to the modeled domain, that is, they must correspond to the same horizontal and vertical grid. 2) In the Grid folder it is required to have the data sets: "Bathimetry", "ConnectionX", "ConnectionY", "Latitude", "Longitude" and "WaterPoints". 3) The name of the fields must be recognised by Mohid (see list of supported names) 4) Time data set must contain as many instants as the field data sets 5) Time data set must also contain dates for a period of the same or greater duration of the simulation.

Base 2 FillMatrix FILENAME Path to the file containing imposed data
Base 2 FillMatrix FILENAME_DEFAULT Path to the file containing data for initialization of default value.
Base 2 FillMatrix HDF_FIELD_NAME HDF5 group name
Base 2 FillMatrix INITIALIZATION_DEFAULT Initial condition for default value, usable with INITIALIZATION_METHOD options not valid for all domain.
Base 2 FillMatrix INITIALIZATION_METHOD Initial condition data input method. PROFILE_TIMESERIE Read initial field from various profiles.
Base 2 FillMatrix INITIALIZATION_METHOD Initial condition data input method. BOXES Initialization by boxes (polygonal sub-domains) for which a constant value is specified. Boxes are specified in separate file (path given by FILEME keyword) blocks that have specific format.
Base 2 FillMatrix INITIALIZATION_METHOD Initial condition data input method. LAYERS Initialization by horizontal layers. alues are specified with LAYERS_VALUES keyword.
Base 2 FillMatrix INITIALIZATION_METHOD Initial condition data input method. TIMESERIE Reads initial values from a time serie file. If necessary the initial value is interpolated in time.
Base 2 FillMatrix INITIALIZATION_METHOD Initial condition data input method. CONSTANT Constant value for all domain.
Base 2 FillMatrix INITIALIZATION_METHOD Initial condition data input method. HDF Reads initial field from a HDF file. Field is interpolated in time if necessary.
Base 2 FillMatrix INITIALIZATION_METHOD Initial condition data input method. PROFILE Initialization made by vertical profile. Horizontal distribution is considered uniform. Profile must be specified with NDEPTH, DEPTH_PROFILE and PROFILE_VALUES keywords. Layers must no correspond to vertical discretization. The program interpolates the data on the vertical as needed.
Base 2 FillMatrix INITIALIZATION_METHOD Initial condition data input method. ALYTIC PROFILE Initialization made by an analitical vertical profile.
Base 2 FillMatrix INITIALIZATION_METHOD Initial condition data input method. ASCII_FILE Initialization with text file. File path given at FILEME. File format is a griddata file (2D or 3D). In points of the domain where no values are given the DEFAULTVALUE is assumed.

If griddata file is 2D and the domain is 3D, a unique value is assumed for the whole water column.

Base 2 FillMatrix LAYERS_VALUES Sequence of values for each layer starting from the bottom layer.
Base 2 FillMatrix MULTIPLYING_FACTOR Data field multiplying factor. HDF5 only.
Base 2 FillMatrix NDEPTHS Number of values that the define the profile.
Base 2 FillMatrix PROFILE_TYPE Type of analitical profile LINEAR Profile has a linear format, given by the following expression:

Value = DefaultValue + CoefA * CellDepth / CoefB

Base 2 FillMatrix PROFILE_TYPE Type of analitical profile EXPONENTIAL Profile has an exponential format, given by the following expression Value = DefaultValue - CoefA * exp(- CellDepth / CoefB)
Base 2 FillMatrix PROFILE_VALUES Sequence of values that constitute the profile.

Module Geometry

Project Module Keyword Keyword description Options Option description
Base 2 Geometry DISPLACEMENT_LIMIT the maximum displacement that the model allow cell faces to move vertically in meters
Base 2 Geometry DOMAINDEPTH The depth of the domain lower limit. User must give a value to this keyword or else the model do not run.
Base 2 Geometry EMPTY_TOP_LAYERS Number of empty layers counting from top
Base 2 Geometry EQUIDISTANT Thickness of layers admitting that all the layers have the same thickness
Base 2 Geometry FACES_OPTION Methodology to compute areas between cells 2 Average thickness of the adjacent water columns (advised option)
Base 2 Geometry FACES_OPTION Methodology to compute areas between cells 3 Minimum thickness of the adjacent water columns (advanced user option)
Base 2 Geometry GRIDMOVEMENTDUMP
Base 2 Geometry ID Domain ID
Base 2 Geometry IMPER_COEF_U U Coefficient to compute faces areas in U points
Base 2 Geometry IMPER_COEF_V V Coefficient to compute faces areas in V points
Base 2 Geometry IMPER_COEFX_U X_U Coefficient to compute faces areas in U points
Base 2 Geometry IMPER_COEFX_V X_V Coefficient to compute faces areas in V points
Base 2 Geometry IMPERMEABILITY Consider impermeable cell faces
Base 2 Geometry INITIALIZATION_METHOD Type of initialization used in the case of a lagrangian coordinate. This is also the reference coordinate in relation to which the lagrangian coordinate suffers distortion function of the vertical velocity CARTESIAN Cartesian type coordinates
Base 2 Geometry INITIALIZATION_METHOD Type of initialization used in the case of a lagrangian coordinate. This is also the reference coordinate in relation to which the lagrangian coordinate suffers distortion function of the vertical velocity SIGMA Sigma type coordinates
Base 2 Geometry LAYERS Number of layers
Base 2 Geometry LAYERTHICKNESS If not equidistant specifies layers thicknesses, starting from bottom layers. The number of values must be equal to the number of layers
Base 2 Geometry MIN_TOP_THICKNESS minimum thickness of colapsing cells of the Harmonic domain
Base 2 Geometry MINEVOLVELAYERTHICKNESS coeficient which indicates how much a Lagrangian layer
Base 2 Geometry MINIMUMDEPTH water column thickness below which the cell is considered uncovered
Base 2 Geometry MININITIALLAYERTHICKNESS minimal thickness of the bottom cells
Base 2 Geometry TOLERANCEDEPTH Thickness of layer below which the bathymetry is corrected. Valid only for the sigma and lagrangian (sigma initializaton) coordinate
Base 2 Geometry TOTALTHICKNESS Total domain thickness. Valid only for the FixSpacing and FixSediment coordinates
Base 2 Geometry TYPE Type of vertical coordinate of the domain CARTESIANTOP A Cartesian Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only)
Base 2 Geometry TYPE Type of vertical coordinate of the domain LAGRANGIAN Lagrangian coordinates - moves the upper and

lower faces with the vertical flow velocity.

Base 2 Geometry TYPE Type of vertical coordinate of the domain FIXSEDIMENT Fixed Sediment coordinates
Base 2 Geometry TYPE Type of vertical coordinate of the domain FIXSPACING Fixed Spacing coordinates - used to study flows close to the bottom
Base 2 Geometry TYPE Type of vertical coordinate of the domain SIGMA Sigma coordinates
Base 2 Geometry TYPE Type of vertical coordinate of the domain SIGMATOP A Sigma Coordinate which is calculated downwards from the Digital Terrain (MOHID Land only). Needs Normal Sigma Below
Base 2 Geometry TYPE Type of vertical coordinate of the domain HARMONIC Harmonic coordinates - the horizontal faces close to the surface

expand and collapse depending on the variation of the surface elevation. This coordinate was implemented in the geometry module to simulate reservoirs.

Base 2 Geometry TYPE Type of vertical coordinate of the domain CARTESIAN Cartesian coordinates

Module GridData

Project Module Keyword Keyword description Options Option description
Base 2 GridData EVOLUTION Gets if the bathymetry can change in time
Base 2 GridData EVOLUTION_FILE Path tyo file that describes the time evolution.
Base 2 GridData FILL_VALUE Default value for points with no data
Base 2 GridData PROPERTY_NAME Name of the property that will change in time
Base 2 GridData TYPE_ZUV Matrix Types (Centered in Z, U or V)

Module HorizontalGrid

Project Module Keyword Keyword description Options Option description
Base 2 HorizontalGrid CONSTANT_SPACING_X Check if the spacing in X is constant
Base 2 HorizontalGrid CONSTANT_SPACING_Y Check if constant Spacing in y is used
Base 2 HorizontalGrid COORD_TIP Coordinate type of grid
Base 2 HorizontalGrid DX Grid spacing dx
Base 2 HorizontalGrid DY Gets DY spacing
Base 2 HorizontalGrid GRID_ANGLE Grid angle with north
Base 2 HorizontalGrid ILB_IUB minimum and maximum i in grid
Base 2 HorizontalGrid JLB_JUB minimum and maximum J in grid
Base 2 HorizontalGrid LATITUDE Latitude of grid
Base 2 HorizontalGrid LONGITUDE Longitude of grid
Base 2 HorizontalGrid ORIGIN X and Y origin of grid
Base 2 HorizontalGrid ZONE UTM zone of coordinate

Module Interpolation

Project Module Keyword Keyword description Options Option description
Base 2 Interpolation EXTRAPOLATE_2D ? Paulo?
Base 2 Interpolation EXTRAPOLATE_PROFILE Chek if the user wants to extrapolate in the vertical
Base 2 Interpolation IWD_N Coefficent use in the inverse weight interpolation
Base 2 Interpolation KERNEL_TYPE Type of kernel used in the convolution interpolations Exponential
Base 2 Interpolation KERNEL_TYPE Type of kernel used in the convolution interpolations Gaussian
Base 2 Interpolation MAX_DISTANCE Max distance for points to be consider in the inverse weight interpolation
Base 2 Interpolation MAX_ITERATIONS Maximum number of iterations allowed in the logistic regression in the data-oriented convolution.
Base 2 Interpolation METHODOLOGY The methodology used in the interpolation process 1 Conservative convolution
Base 2 Interpolation METHODOLOGY The methodology used in the interpolation process 2 NonConservative convolution
Base 2 Interpolation METHODOLOGY The methodology used in the interpolation process 3 Triangulation
Base 2 Interpolation METHODOLOGY The methodology used in the interpolation process 4 Bilinear
Base 2 Interpolation METHODOLOGY The methodology used in the interpolation process 5 Spline 2D
Base 2 Interpolation METHODOLOGY The methodology used in the interpolation process 6 Inverse weight
Base 2 Interpolation N_DIM The number of dimensions of the field to interpolate
Base 2 Interpolation N_GROUPS Number of groups generated for each dimension in the data-oriented convolution.
Base 2 Interpolation NC_TYPE Cheks what class of NonConservative convolution process to use 1 User defined kernel for the NonConservative convolution
Base 2 Interpolation NC_TYPE Cheks what class of NonConservative convolution process to use 2 Smoothes the field using the PHI value
Base 2 Interpolation NC_TYPE Cheks what class of NonConservative convolution process to use 3 Data
Base 2 Interpolation PHI Smoothing parameter. Gives the degree of smoothing in the interpolated field. Its range is ]0,1].
Base 2 Interpolation POLI_DEGREE_VERT The order of the polinomial use to interpolate in the vertical
Base 2 Interpolation SAMPLE_SIZE Number of observations needed for the logistic regression in the data-oriented convolution.
Base 2 Interpolation TYPE_ZUV Where points are defined in the cell (Z - center; U - Face U; V : Face V)

Module Statistic

Project Module Keyword Keyword description Options Option description
Base 2 Statistic DAILY_STATISTIC Performs dayly integration of statistic values
Base 2 Statistic GEOMETRIC_MEAN Performs geometric mean calculation for non negative parameters
Base 2 Statistic GLOBAL_STATISTIC Performs statistic calculation os every timestep
Base 2 Statistic LAYER_DEFINITION Layer defenition
Base 2 Statistic MAX_DEPTH Max depth of layer
Base 2 Statistic MAX_LAYER Max layer k index
Base 2 Statistic METHOD_STATISTIC Way to perform the statistcis (full matrix, layers, etc)
Base 2 Statistic MIN_DEPTH Minumum depth of layer
Base 2 Statistic MIN_LAYER Layer lower index start
Base 2 Statistic MONTHLY_STATISTIC Performs montly integration of statistic values
Base 2 Statistic PERCENTILE

MOHID Land

Module Runoff

Project Module Keyword Keyword description Options Option description


Land Runoff MIN_SLOPE Slope between overland waterlevel and channel waterlevel from which fluxes between overland flow and channel flow are calculted
Land Runoff ROUTING The overland flow routing method. 1 Manning Equation
Land Runoff ROUTING The overland flow routing method. 2 Chezy Equation

MOHID Water

Module Assimilation

Project Module Keyword Keyword description Options Option description


Water Assimilation COLD_RELAX_PERIOD Period of time along which relaxation has a linear increase
Water Assimilation DESCRIPTION Short description about the assimilation property
Water Assimilation DIMENSION Number of dimensions of the assimilation field 2 Two-Dimensional property
Water Assimilation DIMENSION Number of dimensions of the assimilation field 3 Three-Dimensional property
Water Assimilation NAME Name of the assimilation property
Water Assimilation OUTPUT_HDF Output HDF results for assimilation property
Water Assimilation 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.
Water Assimilation TIME_SERIE Output time series for assimilation property
Water Assimilation TIME_SERIE_LOCATION Path to time serie locations file
Water Assimilation TYPE_ZUV Reference of the field to the grid. U Variable is referenced to the XX faces of the control volume
Water Assimilation TYPE_ZUV Reference of the field to the grid. Z Variable is defined in the center of the control volume
Water Assimilation TYPE_ZUV Reference of the field to the grid. V Variable is referenced to the YY faces of the control volume
Water Assimilation TYPE_ZUV Reference of the field to the grid. V Variable is referenced to the YY faces of the control volume
Water Assimilation TYPE_ZUV Reference of the field to the grid. U Variable is referenced to the XX faces of the control volume
Water Assimilation TYPE_ZUV Reference of the field to the grid. Z Variable is defined in the center of the control volume


Water Assimilation UNITS Assimilation property units
Water Assimilation VGROUP_PATH

Module Consolidation

Project Module Keyword Keyword description Options Option description
Water Consolidation BOXFLUXES Path to boxes file. If specified in input data file, computes box integration based on the defined file.
Water Consolidation COMPUTE_SHEAR_STRESS Compute shear stress or read from file
Water Consolidation CONSOLIDATION Specifies if consolidation is to be computed
Water Consolidation CONSOLIDATION_DT Time step for consolidation
Water Consolidation CONTINUOUS Speficies if initialization is based in previous run
Water Consolidation CSE_COEF Coeficient to compute exponential increase of critical shear stress for erosion with depth
Water Consolidation DECAYMENT Computes porosity decayment (compaction) inside the sediment compartment
Water Consolidation DECAYTIME Decay factor for consolidation
Water Consolidation INFINITE_CSE Maximum critical shear stress for erosion
Water Consolidation MAX_THICKNESS Maximum layer thickness allowed for a sediment layer
Water Consolidation MIN_THICKNESS Minimum thickness allowed for a sediment layer
Water Consolidation OUTPUT_HDF Output HDF results
Water Consolidation 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.
Water Consolidation SURFACE_CSE Critical shear stress for erosion for the top layer
Water Consolidation TIME_SERIE Output time series
Water Consolidation TIME_SERIE_LOCATION Path to time serie locations file

Module FreeVerticalMovement

Project Module Keyword Keyword description Options Option description
Water FreeVerticalMovement CHS Hindered settling concentration threshold
Water FreeVerticalMovement DEPOSITION Compute deposition for particulate property
Water FreeVerticalMovement FREEVERT_IMPEXP_ADV Coeficient to compute vertical movement through implicit or explicit methods 0.0 Implicit
Water FreeVerticalMovement FREEVERT_IMPEXP_ADV Coeficient to compute vertical movement through implicit or explicit methods 1.0 Explicit
Water FreeVerticalMovement KL Parameter to compute settling velocity based on cohesive sediment concentration
Water FreeVerticalMovement KL1 Parameter to compute settling velocity based on cohesive sediment concentration
Water FreeVerticalMovement M Parameter to compute settling velocity based on cohesive sediment concentration
Water FreeVerticalMovement ML Parameter to compute settling velocity based on cohesive sediment concentration
Water FreeVerticalMovement SALTINT Definition of free vertical movement being function of salinity
Water FreeVerticalMovement 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.
Water FreeVerticalMovement WS_TYPE Method to compute settling velocity 1 Prescribe a constant settling velocity for particulate property
Water FreeVerticalMovement WS_TYPE Method to compute settling velocity 2 Compute settling velocity as function of cohesive sediment concentration
Water FreeVerticalMovement ws_value
Water FreeVerticalMovement WS_VALUE Prescribed constant settling velocity

Module Hydrodynamic

Project Module Keyword Keyword description Options Option description
Water Hydrodynamic ADV_METHOD_H !!! Defines the horizontal numerical method of advection.
Water Hydrodynamic ADV_METHOD_V
Water Hydrodynamic ATM_PRESSURE Checks if the user wants to consider the effect of the Atmospheric Pressure
Water Hydrodynamic ATM_PRESSURE_TYPE 0 - no atmospheric reference field

1 - use "atmospheric pressure" from Module Atmosphere 2 - use "mslp" (aka Mean Sea Level Pressure) from Module Atmosphere

Water Hydrodynamic BAROCLINIC Checks if the user pretends to compute the baroclinic pressure
Water Hydrodynamic BAROCLINIC_METHOD
Water Hydrodynamic BAROCLINIC_OBC_DISCRET
Water Hydrodynamic BAROCLINIC_POLIDEGREE
Water Hydrodynamic BAROCLINIC_RADIATION Check if the user wants to radiate internal tides 0 No radiation
Water Hydrodynamic BAROCLINIC_RADIATION Check if the user wants to radiate internal tides 1 Horizontal
Water Hydrodynamic BAROCLINIC_RADIATION Check if the user wants to radiate internal tides 2 Vertical
Water Hydrodynamic BAROCLINIC_WAVE_DT
Water Hydrodynamic begin_dragcoef
Water Hydrodynamic BIHARMONIC Check if the user wants to compute the horizontal diffusion of momentum with a bi-harmonic formulation
Water Hydrodynamic BIHARMONIC_COEF horizontal diffusion ocefficent used when the bi-harmonic option is on
Water Hydrodynamic BOTTOMVISC_COEF Factor that multiplies diffusion number for imposing a maximum viscosity at bottom layer
Water Hydrodynamic BOTTOMVISC_LIM Limitation of viscosity at the bottom due to semi-implicit discretization of shear stress on hydrodynamic equations.
Water Hydrodynamic BOTTOMWATERFLUX Checks if the user want to consider the effect of the soil infiltration or consolidation
Water Hydrodynamic BOUNDARYBAROCLINIC Check if the user wants to compute the baroclinic force in the boundary faces
Water Hydrodynamic BOUNDARYFILE The file name of 3D file where the relaxation coefficient are.
Water Hydrodynamic BOXFLUXES The user can give the name of the file boxes definition. If this file exist then the model computes water fluxes between boxes
Water Hydrodynamic BRCORIOLIS Checks if the user wants to relax the coriolis force
Water Hydrodynamic BRFORCE
Water Hydrodynamic BRROX Checks if the user wants to relax the baroclinic force
Water Hydrodynamic BRTRANSPORT Checks if the user wants to relax the horizontal momentum transport
Water Hydrodynamic BRVELOCITY Checks if the user wants to relax the horizontal velocity
Water Hydrodynamic BRWATERLEVEL Checks if the user wants to relax the water level
Water Hydrodynamic CELERITY_TYPE
Water Hydrodynamic CENTRIFUGAL Checks if the user want to consider the CENTRIFUGAL force. By default the CENTRIFUGAL force is not compute
Water Hydrodynamic CONSERVATIVE_HOR_DIF Check if the user wants to compute the horizontal diffusion in a conservative way.
Water Hydrodynamic CONTINUOUS Checks if the user pretends to continue a old run
Water Hydrodynamic CORIOLIS Checks if the user pretends to compute the coriolis force effect
Water Hydrodynamic CORRECT_WATERLEVEL check if the user wants to corrected the water level when it is lower than a reference water level
Water Hydrodynamic CYCLIC_BOUNDARY Check if the user wants to impose a CYCLIC boundary condition
Water Hydrodynamic CYCLIC_DIRECTION Check along which direction the user wants to impose a CYCLIC boundary condition DirectionY_ Direction Y
Water Hydrodynamic CYCLIC_DIRECTION Check along which direction the user wants to impose a CYCLIC boundary condition DirectionX_ Direction x
Water Hydrodynamic CYCLIC_DIRECTION Check along which direction the user wants to impose a CYCLIC boundary condition DirectionXY_ Directions X and Y
Water Hydrodynamic DATA_ASSIMILATION Checks if the user want to impose a flow relaxation boundary condition. By default do not use flow relaxation boundary condition
Water Hydrodynamic DEADZONE Check if the user wants to define a dead zone where the submodel do not look for information in the father model.
Water Hydrodynamic DEADZONE_FILE Its a griddata file, filled with 0s and 1s indicating which cells are deadzone and which cells are not.
Water Hydrodynamic DECAY_IN
Water Hydrodynamic DECAY_OUT
Water Hydrodynamic DISCRETIZATION Check what type of implicit discretization in time is choose for the global equations 1 Abbott Scheme - 4 equations per iteration
Water Hydrodynamic DISCRETIZATION Check what type of implicit discretization in time is choose for the global equations 2 Leendertse Scheme - 6 equations per iteration
Water Hydrodynamic DT_OUTPUT_TIME
Water Hydrodynamic ENERGY Check if the user want to compute the potential and kinetic energy of the entire domain
Water Hydrodynamic ENERGY_DT
Water Hydrodynamic ENERGY_WINDOW
Water Hydrodynamic ENTERING_WAVE Checks if the wave imposed in the boundary is entering in the domain or leaving it
Water Hydrodynamic EVOLUTION 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. Residual_hydrodynamic Residual hydrodynamic
Water Hydrodynamic EVOLUTION 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
Water Hydrodynamic EVOLUTION 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. Read_File Read file
Water Hydrodynamic EVOLUTION 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. Solve_Equations Solve equations
Water Hydrodynamic EVOLUTION 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. 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.
Water Hydrodynamic 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
Water Hydrodynamic HMIN_CHEZY Checks the minimum water column height below which the chezy coefficient is constant. By default Hmin_Chezy is equal to 10 cm
Water Hydrodynamic HMIN_CONVECTION
Water Hydrodynamic HORIZONTALADVECTION Checks if the user pretends to compute the horizontal advection effect
Water Hydrodynamic HORIZONTALCONVECTION
Water Hydrodynamic HORIZONTALDIFFUSION Checks if the user pretends to compute the horizontal diffusion effect
Water Hydrodynamic IMPLICIT_HORADVECTION Checks if the user wants to compute the horizontal advection implicitly. By default the model do not compute the horizontal advection implicitly
Water Hydrodynamic IMPLICIT_HORCONVECTION
Water Hydrodynamic IMPLICIT_VERTADVECTION Check if the vertical advection is implicit 0.0 Explicit
Water Hydrodynamic IMPLICIT_VERTADVECTION Check if the vertical advection is implicit 0.5 Hybrid for option in (0.0, 1.0)
Water Hydrodynamic IMPLICIT_VERTADVECTION Check if the vertical advection is implicit 1.0 Implicit
Water Hydrodynamic IMPLICIT_VERTCONVECTION
Water Hydrodynamic IMPLICIT_VERTDIFFUSION Check if the vertical advection is implicit 0.0 Explicit
Water Hydrodynamic IMPLICIT_VERTDIFFUSION Check if the vertical advection is implicit 0.5 Hybrid for option in (0.0, 1.0)
Water Hydrodynamic IMPLICIT_VERTDIFFUSION Check if the vertical advection is implicit 1.0 Implicit
Water Hydrodynamic INERTIAL_PERIODS The period after which the total effect of the baroclinic force is compute
Water Hydrodynamic INITIAL_ELEVATION Checks if the user wants to impose a initial elevation
Water Hydrodynamic INITIAL_ELEVATION_VALUE The user define with this keyword the initial elevation value
Water Hydrodynamic INITIAL_VEL_U Checks if the user pretends to impose a initial U (X) velocity
Water Hydrodynamic INITIAL_VEL_V Checks if the user pretends to impose a initial V (Y) velocity
Water Hydrodynamic INTERNAL_CELERITY
Water Hydrodynamic LOCAL_DENSITY Check if the user want to devide the baroclinic pressure by the local density to compute. if this option is false is used the reference density
Water Hydrodynamic LOCAL_SOLUTION Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions 1 No local solution
Water Hydrodynamic LOCAL_SOLUTION Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions 2 Submodel
Water Hydrodynamic LOCAL_SOLUTION Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions 3 AssimilationField
Water Hydrodynamic LOCAL_SOLUTION Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions 4 Gauge
Water Hydrodynamic LOCAL_SOLUTION Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions 5 AssimilaPlusSubModel
Water Hydrodynamic LOCAL_SOLUTION Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions 6 GaugePlusSubModel
Water Hydrodynamic LOCAL_SOLUTION Check what type o local (or reference) solution the user wants to use as a reference for the radiative and relaxation boundary conditions 7 AssimilaGaugeSubModel
Water Hydrodynamic MIN_COMPONENT The minimum component of the radiative wave below which the radiation process is canceled
Water Hydrodynamic MIN_VELOCITY The minimum velocity in the open boundary below which the radiation is canceled
Water Hydrodynamic MIN_WATERLEVEL reference level below which the water level is corrected.
Water Hydrodynamic MINVEL_BAROCLINIC
Water Hydrodynamic MISSING_NULL Check if the user wants to replace the missing values by zero
Water Hydrodynamic MOMENTUM_DISCHARGE Checks if the user wants to do a discharge of momentum. By default the model do not have momentum discharges
Water Hydrodynamic NH_ALPHA_LU
Water Hydrodynamic NH_IMPLICIT_COEF_W
Water Hydrodynamic NH_MAXIT
Water Hydrodynamic NH_NORMALIZED_RESIDUAL
Water Hydrodynamic NH_RESIDUAL
Water Hydrodynamic NONHYDROSTATIC Checks if the user want to compute the effect of local vertical aceleration over the pressure field
Water Hydrodynamic NORMAL_BAROCLINIC
Water Hydrodynamic NULL_BOUND_HORADV Checks if the user wants to assume null horizontal advection in the open boundary
Water Hydrodynamic NULL_BOUND_HORCONV
Water Hydrodynamic OBSTACLE Checks if the user want to parameterize the influence of an

OBSTACLE in the flow, giving a determined drag coefficient

Water Hydrodynamic OUTPUT_FACES Option to output to Hydrodynamic HDF5 file the horizontal velocity component properties in the velocity (U or V) grid.
Water Hydrodynamic OUTPUT_PROFILE Perform profile outputs in HDF5 format
Water Hydrodynamic OUTPUT_TIME
Water Hydrodynamic POTENTIAL_ALGORITHM
Water Hydrodynamic RADIATION Checks if the user wants to impose the Flather 1974 radiation boundary condition or other 0 No Radiation
Water Hydrodynamic RADIATION Checks if the user wants to impose the Flather 1974 radiation boundary condition or other 1 FlatherWindWave_
Water Hydrodynamic RADIATION Checks if the user wants to impose the Flather 1974 radiation boundary condition or other 2 FlatherLocalSolution_
Water Hydrodynamic RADIATION Checks if the user wants to impose the Flather 1974 radiation boundary condition or other 3 BlumbergKantha_
Water Hydrodynamic RAMP Check if the user wants to start with baroclinic force null and only after a specific period the total force is compute.
Water Hydrodynamic RAMP_START This keyword is used to read the initial data Year Month Day Hour Minutes Seconds
Water Hydrodynamic 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
Water Hydrodynamic REF_BOUND_WATERLEVEL
Water Hydrodynamic RELAX_REF_VEL
Water Hydrodynamic RESIDUAL Check if the user want to compute the residual flow
Water Hydrodynamic RESTART_FILE_OUTPUT_TIME Output Time to write restart files
Water Hydrodynamic RESTART_FILE_OVERWRITE Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
Water Hydrodynamic SLIPPING_CONDITION Checks if the user want to consider the slipping conditition for horizontal diffusion
Water Hydrodynamic SLOWSTART Imposed a specific period in seconds after which the model consider the total imposed boundary wave. Along this period the wave amplitude is multiplie by coefficiente that has linear evolution between 0 and 1.

By default this period is zero seconds

Water Hydrodynamic STATISTICS Checks out if the user pretends the statistics of the hydrodynamic properties
Water Hydrodynamic STATISTICS_FILE The statistics definition file of the hydrodynamic properties
Water Hydrodynamic SUBMODEL Check if the user wants to run this model as a submodel
Water Hydrodynamic SURFACEWATERFLUX Checks if the user want to consider the effect of precipitation and evaporation
Water Hydrodynamic TIDE Checks if the user pretends to impose a wave tide in the open boundary
Water Hydrodynamic TIDEPOTENTIAL Checks if the user want to consider the effect of the potential tide
Water Hydrodynamic TIME_SERIE Checks out if the user pretends to write a time serie
Water Hydrodynamic TIME_SERIE_LOCATION
Water Hydrodynamic TLAG_FILE The name file where are the relaxation times defined for the radiation boundary condition
Water Hydrodynamic TVD_METHOD_H
Water Hydrodynamic TVD_METHOD_V
Water Hydrodynamic UP_CENTER Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme 0.0 Centred differences
Water Hydrodynamic UP_CENTER Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme 0.5 Hybrid for option in (0,1)
Water Hydrodynamic UP_CENTER Check if the horizontal advection discretization is upstream or center differences. By default advection is computed using a Upstream scheme 1.0 Upstream
Water Hydrodynamic VELNORMALBOUNDARY Checks the velocities the user want to impose in the exterior faces 2 null gradient
Water Hydrodynamic VELNORMALBOUNDARY Checks the velocities the user want to impose in the exterior faces 1 null value
Water Hydrodynamic VELTANGENTIALBOUNDARY Checks the velocities the user want to impose between two boundary points 1 null value
Water Hydrodynamic VELTANGENTIALBOUNDARY Checks the velocities the user want to impose between two boundary points 2 null gradient
Water Hydrodynamic 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)
Water Hydrodynamic VERTICALADVECTION Checks if the user pretends to compute the vertical advection effect
Water Hydrodynamic VERTICALCONVECTION
Water Hydrodynamic VERTICALDIFFUSION Checks if the user pretends to compute the vertical diffusion effect
Water Hydrodynamic VMIN_CHEZY Checks the minimum velocity (Vmin_Chezy) below which the chezy coefficient is constant if the water column is smaller than Hmin_Chezy. By default Vmin_Chezy is equal to 0.10 m/s
Water Hydrodynamic VOLUME_RELATION_MAX
Water Hydrodynamic VOLUMEVARIATION Checks if the user pretends to compute the volume variation effect
Water Hydrodynamic WATER_DISCHARGES Check if the user want to water discharges
Water Hydrodynamic WATERCOLUMN2D water column thickness below which the 3D proceesses are disconnected
Water Hydrodynamic WATERLEVEL_MAX_MIN Computes the spatial maps of the maximum and of the minimum water elevation.
Water Hydrodynamic WAVE_DIRECTION The user with this keyword give a direction to a wave entering the domain
Water Hydrodynamic WAVE_STRESS Checks if the user want to consider the effect of the waves stress. By default the waves stress is not compute
Water Hydrodynamic WIND Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute 0 No wind forcing
Water Hydrodynamic WIND Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute 1 wind forcing
Water Hydrodynamic WIND Checks if the user want to consider the effect of the wind stress. By default the wind stress is not compute 2 wind forcing with a smooth start
Water Hydrodynamic WIND_SMOOTH_PERIOD The user specify the wind smooth period
Water Hydrodynamic INVERTED_BAROMETER_COEF The user can change the inverted barometer solution using this calibration coefficient 1 Imposed water level using the inverted barometer simplified solution Water Hydrodynamic INVERTED_BAROMETER_REF_ATM_PRESSUE The user can also change the reference atmospheric pressure of the inverted barometer solution via this keyword 101325

Module HydrodynamicFile

Project Module Keyword Keyword description Options Option description
Water HydrodynamicFile BAT_INTEGRATION_TYPE It is posible to calculate the new bathymetry (spacial integration) using two different options MaxVal_Type Each new integrated cell has the maximum value of the cells used to do the integration of that cell
Water HydrodynamicFile BAT_INTEGRATION_TYPE It is posible to calculate the new bathymetry (spacial integration) using two different options MeanVal_Type The depth of the integrated cell is obtained by the average of the cells used to do the integration of that cell.
Water HydrodynamicFile DT_HYDROFILE Time Step of the hydrodynamic file
Water HydrodynamicFile IN_FIELD Input File Name
Water HydrodynamicFile IN_FILE_TYPE Input File Type BeginEnd_type
Water HydrodynamicFile IN_FILE_TYPE Input File Type M2_Tide_type
Water HydrodynamicFile IN_FILE_VERSION Input File Version 1 Only available if LOAD_TO_MEMORY = 0
Water HydrodynamicFile IN_FILE_VERSION Input File Version 2
Water HydrodynamicFile LOAD_TO_MEMORY Load all information to memory
Water HydrodynamicFile N_ITEGRATION_CELLS Number of cells that will be integrated (the integration space step)
Water HydrodynamicFile NEW_BATIM Gets the name of the new bathymetry
Water HydrodynamicFile OUT_FIELD Ouput Data File
Water HydrodynamicFile OUT_FILE_VERSION Controls the version of the output file 1
Water HydrodynamicFile OUT_FILE_VERSION Controls the version of the output file 2
Water HydrodynamicFile SPACE_INTEGRATION Verifies if the integration of fluxes in space is to be done
Water HydrodynamicFile TIME_INTEGRATION Performs an integration in time,
Water HydrodynamicFile WINDOW It is possible to define a window inside a bathymetry, where we want to record values to the hydrodynamic file

Module InterfaceSedimentWater

Project Module Keyword Keyword description Options Option description
Water InterfaceSedimentWater begin_diff_coef
Water InterfaceSedimentWater BENTHOS Compute property benthic ecological processes
Water InterfaceSedimentWater BOX_TIME_SERIE Outputs property results in box time series
Water InterfaceSedimentWater BOXFLUXES Path to boxes file. If specified in input data file, computes box integration based on the defined file.
Water InterfaceSedimentWater CEQUALW2 Compute property CEQUALW2 benthic ecological processes
Water InterfaceSedimentWater CONSOLIDATION Activates consolidation processes as well as erosion from consolidated sediment compartment
Water InterfaceSedimentWater DEPOSITION Compute property deposition
Water InterfaceSedimentWater DESCRIPTION Brief description of the property
Water InterfaceSedimentWater DESCRIPTION Description of the rate to perform output
Water InterfaceSedimentWater DETRITUS Compute property as detritus
Water InterfaceSedimentWater EROSION Compute property erosion
Water InterfaceSedimentWater FIRSTPROP Name of the first property involved in the rate
Water InterfaceSedimentWater MASS_LIMITATION Property mass is finite
Water InterfaceSedimentWater MASS_MIN Minimum mass allowed for the property if MASS_LIMITATION is on. Values of zero are allowed.
Water InterfaceSedimentWater NAME Name of the property
Water InterfaceSedimentWater NAME Name of the rate to perform output
Water InterfaceSedimentWater OLD Initialization is made based on previous run (overrides FillMatrix keywords)
Water InterfaceSedimentWater OUTPUT_HDF Outputs property results in HDF5 format
Water InterfaceSedimentWater OUTPUT_SHEAR_STRESS Output shear stress in HDF format
Water InterfaceSedimentWater 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.
Water InterfaceSedimentWater PARTICULATE Property physical state: 0 - Dissolved; 1 - Particulate
Water InterfaceSedimentWater REFERENCE_DEPTH Reference depth below which shear stress is limited. Keyword is only read if SHEAR_STRESS_LIMITATION is on.
Water InterfaceSedimentWater REFERENCE_SHEAR_STRESS Shear stress value assumed in limited cells when SHEAR_STRESS_LIMITATION is on
Water InterfaceSedimentWater RESTART_FILE_OUTPUT_TIME Output Time to write restart files
Water InterfaceSedimentWater RESTART_FILE_OVERWRITE Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
Water InterfaceSedimentWater SAND_TRANSPORT Compute sand tranport
Water InterfaceSedimentWater SECONDPROP Name of the second property involved in the rate
Water InterfaceSedimentWater SEDIMENT_FLUXES Compute property fluxes between interface sediment-water and sediment column
Water InterfaceSedimentWater SEDIMENT_WATER_FLUXES Compute property fluxes between sediment and water column
Water InterfaceSedimentWater SHEAR_STRESS_LIMITATION Limit shear stress values in shallow zones
Water InterfaceSedimentWater STATISTICS_SHEAR Perform statistics to shear velocity
Water InterfaceSedimentWater STATISTICS_SHEAR_FILE Path to statistics input data file. Only read if STATISTICS_SHEAR is on.
Water InterfaceSedimentWater TIME_SERIE Outputs property results in time series
Water InterfaceSedimentWater TIME_SERIE_LOCATION Path to time serie locations file
Water InterfaceSedimentWater UNITS Property units
Water InterfaceSedimentWater WATER_FLUXES Compute property fluxes to/from water column
Water InterfaceSedimentWater WAVETENSION Compute wave induced shear stress

Module Jet

Project Module Keyword Keyword description Options Option description
Water Jet BOTTOM_SALINITY ambient bottom salinity when a LINEAR water column is admitted
Water Jet BOTTOM_TEMPERATURE ambient bottom temperature when a LINEAR water column is admitted
Water Jet BOTTOM_VELU ambient bottom velocity U when a LINEAR water column is admitted
Water Jet BOTTOM_VELV ambient bottom velocity V when a LINEAR water column is admitted
Water Jet DEFAULT_SALINITY ambient salinity when a UNIFORM water column is admitted
Water Jet DEFAULT_TEMPERATURE ambient temperature when a UNIFORM water column is admitted
Water Jet DEFAULT_VELU ambient velocity U when a UNIFORM water column is admitted
Water Jet DEFAULT_VELV ambient velocity V when a UNIFORM water column is admitted
Water Jet DT_OUTPUT Time interval between outputs
Water Jet INITIAL_TRACER_CONCENTRATION Initial concentration of generic tracer
Water Jet LAGRANGIAN
Water Jet LOCAL_TYPE Methodology to define the ambient variables UNIFORM Uniform water colum
Water Jet LOCAL_TYPE Methodology to define the ambient variables FIELD3D 3D field generated by the MOHID system
Water Jet LOCAL_TYPE Methodology to define the ambient variables LINEAR Water column where the density and velocity have a linear profile
Water Jet MAX_DT Maximum time step interval
Water Jet MAX_DV Maximum volume variation between time steps
Water Jet MAX_PLUME_DIAMETER Plume diameter from which initial dilution stops. This value is used to simulate the jets overlapping
Water Jet OUTFALL_ANGLE Outfall angle
Water Jet OUTFALL_LENGTH Outfall length
Water Jet OUTPUT_TYPE The output can be made given the exact information in specific output times or a cloud of particles for each output time
Water Jet PARAMETERIZATION Parametrization used to simulate the entrainmenet process CORJET Parameterization based on CORJET model
Water Jet PARAMETERIZATION Parametrization used to simulate the entrainmenet process JETLAG Parameterization based on JETLAG model
Water Jet PARTICLES_NUMBER In case of OUTPUT_TYPE = CLOUD this is the number of output tracer per output time interval
Water Jet PORT_ANGLE_HZ Port vertical angle
Water Jet PORT_ANGLE_XY Port horizontal angle
Water Jet PORT_BOTTOM_DISTANCE Port distance from the bottom
Water Jet PORT_DIAMETER Diameter of each port
Water Jet PORTS_NUMBER Number of Ports
Water Jet RUN_MAX_PERIOD Maximum run period
Water Jet RUN_MIN_PERIOD Minimum run period
Water Jet SEDIMENT_COLUMN
Water Jet SURFACE_SALINITY ambient surface salinity when a LINEAR water column is admitted
Water Jet SURFACE_TEMPERATURE ambient surface temperature when a LINEAR water column is admitted
Water Jet SURFACE_VELU ambient surface velocity U when a LINEAR water column is admitted
Water Jet SURFACE_VELV ambient surface velocity V when a LINEAR water column is admitted
Water Jet WAVES

Module Lagrangian

Project Module Keyword Keyword description Options Option description
Water Lagrangian ACCIDENT_METHOD The how to distribute initially the particles if the emission type is accident 1 The "Fay" option
Water Lagrangian ACCIDENT_METHOD The how to distribute initially the particles if the emission type is accident 2 The "Thickness" option
Water Lagrangian ACCIDENT_TIME Time when the accident occur.

By default is equal to the model start time

Water Lagrangian ADVECTION Move Particle due to horizontal velocity.
Water Lagrangian AMBIENT_CONC Ambient concentration.
Water Lagrangian ASSOCIATE_BEACH_PROB Checks if the user want to associate beaching probability to the particles
Water Lagrangian BEACHING
Water Lagrangian BEACHING_BOX_FILENAME Link to the data file which contains the definition of the boxes used for defining the beaching probability.
Water Lagrangian BEACHING_LIMIT Maximum distance between particles and coast for particle beaching
Water Lagrangian BOTTOM_DISTANCE Distance from bottom below which the tracer can sediment.
Water Lagrangian BOTTOM_EMISSION Checks if the tracers are emited from the bottom.
Water Lagrangian BOX_NUMBER Number of box to associate to origin.
Water Lagrangian BOXES_BEACHING_PROB List of Inbox Beaching Probability.
Water Lagrangian BOXVOLINIC Initial Volume of a particle in the box.
Water Lagrangian COEF_INITIAL_MIXING Coefficient use to control volume increase due to initial mixing
Water Lagrangian COMPUTE_AGE This logical option allows to compute the age of each tracer.
Water Lagrangian COMPUTE_BUOYANCY Computes Particle vertical velocity evolution due to density gradients
Water Lagrangian COMPUTE_PLUME Computes Particle Plume due density gradients
Water Lagrangian CONC_COLUMN Column of the time serie input where is defined a variable concentration.
Water Lagrangian CONC_VARIABLE Check if the user wants a variable concentration.
Water Lagrangian CONCENTRATION Concentration of the property.
Water Lagrangian D50
Water Lagrangian DEFAULT_BEACHING_PROB The probability a particle "beaches" when beaching is enabled
Water Lagrangian DENSITY_METHOD Way to calculate particle density 1 Leendertse
Water Lagrangian DENSITY_METHOD Way to calculate particle density 2 UNESCO
Water Lagrangian DENSITY_METHOD Way to calculate particle density 3 Constant
Water Lagrangian DEPOSITION Checks if the tracers can deposited.
Water Lagrangian DEPTH_CELLS Depth in Cells (from bottom)
Water Lagrangian DEPTH_METERS Depth of emission relativ to surface.
Water Lagrangian DISCHARGE_FILE A Link to the data file whichs contains the time serie of the variable flow
Water Lagrangian DT_EMIT The interval between emissions. By default this value is equal to DT_PARTIC
Water Lagrangian DT_PARTIC Particle Time Step
Water Lagrangian EMISSION_SPATIAL The type of spatial emission. Point Emission at a single point
Water Lagrangian EMISSION_SPATIAL The type of spatial emission. Accident Emission as accident
Water Lagrangian EMISSION_SPATIAL The type of spatial emission. Box Emission from a Box
Water Lagrangian EMISSION_TEMPORAL The type of temporal emission Continuous Continuous emission
Water Lagrangian EMISSION_TEMPORAL The type of temporal emission Instantaneous Instantaneous emission
Water Lagrangian EROSION_RATE Rate of tracers erosion.
Water Lagrangian EULERIAN_MONITOR Path to a boxes file to integrate eulerian concentrations based on lagrangian tracers
Water Lagrangian EXTINCTION_PARAMETER This property has an extinction parameter. This parameter can be use

to compute the effect of this property in the light extinction

Water Lagrangian FLOAT Indicates if the particle is a floating particle (e.g. oil)
Water Lagrangian FLOW The flow of the point emission
Water Lagrangian FLOW_COLUMN The data column of the flow values which define the time serie of the variable flow
Water Lagrangian FLOW_VARIABLE Checks if the flow of the point emission is variable DT
Water Lagrangian GROUP_ID The Group ID to which the origin belongs
Water Lagrangian INCRP Increment of grid cells to fill Boxes.
Water Lagrangian JET_DATA_FILE Link to the data file which contains the Plume / Jet parameterizations
Water Lagrangian JET_DT Time interval for the actualization of Plume Jet properties
Water Lagrangian KILL_LAND_PARTICLES Kills particles which are located in a Waterpoint which is not a OpenPoint
Water Lagrangian MAINTAIN_RELATIVE_POSITION Check is the user wants to maintain

the vertical relative position of the origin

Water Lagrangian MIN_CONCENTRATION
Water Lagrangian MIN_SED_VELOCITY Minimum Sedimention velocity.
Water Lagrangian MONITOR_BOX Link to the data file which contains the definition of the boxes used for particle "monitoring" (Residence Time)
Water Lagrangian MONITOR_BOX_PROP_MASS Name of property to monitor mass in a box
Water Lagrangian MOVEMENT The type of particle aleatory horizontal movement NotRandom Do not consider any aleatory horizontal component
Water Lagrangian MOVEMENT The type of particle aleatory horizontal movement SullivanAllen Parameterization based on Sullivan Allen formulation
Water Lagrangian MOVING_ORIGIN Checks if the Origin has a moving location
Water Lagrangian MOVING_ORIGIN_COLUMN_X The data column in which the X position values are given
Water Lagrangian MOVING_ORIGIN_COLUMN_Y The data column in which the Y position values are given
Water Lagrangian MOVING_ORIGIN_FILE A Link to the data file which contains the time serie of the position of the origin
Water Lagrangian MOVING_ORIGIN_UNITS The Units in which the moving origin position is given Meters The units are meters
Water Lagrangian MOVING_ORIGIN_UNITS The Units in which the moving origin position is given Cells The units are given as cells
Water Lagrangian NAME Name of the property.
Water Lagrangian NBR_PARTIC Number of Particles in each emission.
Water Lagrangian NOWQM To compute age without running moduleWQM.
Water Lagrangian OLD If the computation of this origin is continued from a previous run
Water Lagrangian ORIGIN_NAME Name of the Origin. Origin Names must be unic.
Water Lagrangian OUTPUT_CONC Output Integration Type

1 - Maximum 2 - Average

1 Uses maximum values for integration
Water Lagrangian OUTPUT_CONC Output Integration Type

1 - Maximum 2 - Average

2 Uses average values for integration
Water Lagrangian OUTPUT_MAX_TRACER Checks if the users wants to output the maximum tracer concentration in each cell
Water Lagrangian OUTPUT_TIME Output Time
Water Lagrangian OVERLAY_VELOCITY Checks if the user wants to add an aditional velocity to the particles
Water Lagrangian PARTIC_BOX Link to the data file which contains the definition of the boxes used for particle emission
Water Lagrangian PARTITION_COEF_SED Partition coefficent in the sediment.
Water Lagrangian PARTITION_COEF_WATER Partition coefficient in the water column.
Water Lagrangian PARTITION_COUPLE_SED Concentration of the dissolved phase in the intersticial water. The dissolved phase is admitted with a constant concentration.
Water Lagrangian PARTITION_COUPLE_WATER Concentration of the dissolved phase. The dissolved phase is admitted with a constant

concentration

Water Lagrangian PARTITION_RATE_SED Rate of transfer between the two phases.
Water Lagrangian PARTITION_RATE_WATER Rate of transfer between the two phases.
Water Lagrangian PARTITION_SED Checks if the tracers has two phases

(adsorbe and dissolved) in the sediment

Water Lagrangian PARTITION_WATER Checks if the tracers has two phases

(adsorbe and dissolved) in the water column.

Water Lagrangian POINT_VOLUME Volume of instantanous emission
Water Lagrangian POSITION_CELLS X and Y Position of the origin in grid cells.
Water Lagrangian POSITION_METERS X and Y Position of the origin in meters.
Water Lagrangian RESTART_FILE_OUTPUT_TIME Output Time to write restart files
Water Lagrangian RESTART_FILE_OVERWRITE Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
Water Lagrangian SED_VELOCITY Sedimentation Velocity.
Water Lagrangian SEDIMENTATION Sedimentation type. Imposed
Water Lagrangian SEDIMENTATION Sedimentation type. Stokes
Water Lagrangian SPLIT_PART Split big particles.
Water Lagrangian START_PARTIC_EMIT The Start Time of the continuous emission. By default is equal to the model start time.
Water Lagrangian STATISTICS Wheter to calculate or not the statistic.
Water Lagrangian STATISTICS_FILE File name with the statistics definition.
Water Lagrangian STATISTICS_LAG Do a frequency analysis tracer by tracer.
Water Lagrangian STOP_PARTIC_EMIT The Stop Time of the continuous emission. By default is equal to the model end time.
Water Lagrangian T90 Coliform Decay rate.
Water Lagrangian T90_VAR_METHOD_1 Method to compute T90 function. 1 Fecal decay according to Canteras et al. (1995)
Water Lagrangian T90_VAR_METHOD_1 Method to compute T90 function. 2 Fecal decay according to Chapra (1997)
Water Lagrangian T90_VARIABLE Check if the user wants to compute T90 function of ambient properties: salinity,temperature,light.
Water Lagrangian TAU_DEP Critical shear stress of deposition.
Water Lagrangian TAU_ERO Critical shear stress of erosion.
Water Lagrangian THEORIC_AREA Uses Theoric Area for Oil Processes.
Water Lagrangian 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)
Water Lagrangian 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.
Water Lagrangian TIME_SERIE Checks if the user wants to write time series of the particle properties
Water Lagrangian TIME_SERIE_LOCATION Gets the position of the water points in the Map Module.
Water Lagrangian TURB_V Vertical turbulence parameterization Profile Parameterization based on the velocity profile
Water Lagrangian TURB_V Vertical turbulence parameterization Constant Constant Parameterization
Water Lagrangian TVOL200 Time needed for a particle to double volume.

Turns particles volume variation on.

Water Lagrangian UNITS Units of the property.
Water Lagrangian VARVELH Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelHX * Vel + VarVelH
Water Lagrangian VARVELHX Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelHX * Vel + VarVelH
Water Lagrangian VARVELV Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelVX * Vel + VarVelV
Water Lagrangian VARVELVX Definition of the Horizontal and Vertical variance in the form of a percentage of the average velocity UStandardDeviation = VarVelVX * Vel + VarVelV
Water Lagrangian VISCCINREF
Water Lagrangian VOLFAC Factor which indicates when a particle with variable volume is to be deleted (Volume > Initial Volume * VOLFAC)
Water Lagrangian VOLUME_INCREASE The way volume increase is calculated Velocity The doublication occour after the time given by TVOL200, but also depends on the local velocity
Water Lagrangian VOLUME_INCREASE The way volume increase is calculated Double The doublication occour after the time given by TVOL200
Water Lagrangian WINDCOEF Wind transfer Coeficient
Water Lagrangian WINDXY If this keyword is defined than the wind velocity defined in the atmosphere module is override nad the wind use by the tracers is this one
Water Lagrangian WQM_DATA_FILE Data File of the WQM module.

Module LightExtinction

Project Module Keyword Keyword description Options Option description
Water LightExtinction LW_EXTINCTION_COEF Long-wave extinction coeficient
Water LightExtinction LW_EXTINCTION_COLUMN ?
Water LightExtinction LW_EXTINCTION_TYPE ?
Water LightExtinction LW_PERCENTAGE
Water LightExtinction SW_EXTINCTION_COEF Short-wave extinction coeficient
Water LightExtinction SW_EXTINCTION_COLUMN
Water LightExtinction SW_EXTINCTION_TYPE defines which method is used in light extinction estimate
Water LightExtinction SW_KW Short wave absorption coeficient
Water LightExtinction SW_LW_EXTINCTION_FILE ?
Water LightExtinction SW_PERCENTAGE

Module Model

Project Module Keyword Keyword description Options Option description
Water Model OPENMP_NUM_THREADS Sets the number of threads to use with openmp.

Module Oil

Project Module Keyword Keyword description Options Option description
Water Oil API American Petroleum Institute (API) Gravity
Water Oil ASPHALTENECONTENT Asphaltene Content
Water Oil CEMULS Emulsification Constant ((% of evaporated oil before emulsification brgins)
Water Oil CPDISTEXP Cumulative Volume Fraction of Oil Distilled
Water Oil DISPERSIONMETHOD Method for Dispersion Delvigne Dispersion parameterized with Delvigne formulation
Water Oil DISPERSIONMETHOD Method for Dispersion Mackay Dispersion parameterized with Mackay formulation
Water Oil DT_OIL_INTPROCESSES Time Step used in computation of oil internal processes
Water Oil EFFICIENCY % of Area sprayed effectively dispersed
Water Oil EMULSIFICATIONMETHOD Method for Emulsification Mackay Emulsification parameterized following Mackay formulation
Water Oil EMULSIFICATIONMETHOD Method for Emulsification Rasmussen Emulsification parameterized following Rasmussen formulation
Water Oil EmulsParameter Water Uptake Parameter
Water Oil END_CHEM_DISPERSION Ending Time of Dispersant Application
Water Oil END_MEC_CLEANUP Ending Time of Mechanical Cleanup Operation
Water Oil EVAPORATIONMETHOD Method for Evaporation EvaporativeExposure Evaporation computed with evaporative exposure method
Water Oil EVAPORATIONMETHOD Method for Evaporation PseudoComponents Evaporation computed with pseudocomponents method
Water Oil EVAPORATIONMETHOD Method for Evaporation Fingas Evaporation computed with Fingas formulations
Water Oil FINGAS_EVAP_CONST1 Fingas Empirical Constant 1 (Necessary If Fingas_Evap_Emp_Data = 1)
Water Oil FINGAS_EVAP_CONST2 Fingas Empirical Constant 2 (Necessary If Fingas_Evap_Emp_Data = 1)
Water Oil FINGAS_EVAP_EMP_DATA Knowledge of Empirical Data for Evaporation
Water Oil FINGAS_EVAP_EQTYPE Evaporation Equation Type SquareRoot Square Root Equation Type for Evaporation
Water Oil FINGAS_EVAP_EQTYPE Evaporation Equation Type Logarithmic Logarithmic Equation Type for Evaporation
Water Oil MAXVWATERCONTENT Maximum Volume Water Content
Water Oil NBRDISTCUTS Number of Distillation Cuts
Water Oil OIL_CHEM_DISPERSION Computes Chemical Dispersants Application
Water Oil OIL_DISPERSION Computes Oil Dispersion Process
Water Oil OIL_DISSOLUTION Computes Oil Dissolution Process
Water Oil OIL_EMULSIFICATION Computes oil emulsification process
Water Oil OIL_EVAPORATION Computes Oil Evaporation Process
Water Oil OIL_MEC_CLEANUP Computes Mechanical Cleanup Operation
Water Oil OIL_SEDIMENTATION Computes Oil Sedimentation Process
Water Oil OIL_SPREADING Computes Oil Spreading Process
Water Oil OIL_TIMESERIE Name of the Output results file
Water Oil OILTYPE Oil Type Crude Crude Oil
Water Oil OILTYPE Oil Type Refined Refined oil
Water Oil OWINTERFACIALTENSION Oil-Water Interfacial Tension
Water Oil P_AREA_SPRAYED % of Spill Area sprayed whit dispersant
Water Oil PERC_MASSDIST180 %(Wheight) of Oil Evaporated until 180ºC (Necessary If Fingas_Evap_Emp_Data = 0)
Water Oil POURPOINT Pour Point
Water Oil RECOVERY rate or volume of Emulsion Recovered
Water Oil RECOVERY_DATAFORM DataForm of emulsion recovered
Water Oil SPREADINGMETHOD Method for Spreading Fay Mechanical spreading simply based on Fay theory
Water Oil SPREADINGMETHOD Method for Spreading ThicknessGradient Oil mechanical spreading based on thickness gradients, parameterized with fay theory
Water Oil START_CHEM_DISPERSION Starting Time of Dispersant Application
Water Oil START_MEC_CLEANUP Starting Time of Mechanical Cleanup Operation
Water Oil TDISTEXP Vapour Temperature of Distillate
Water Oil TEMPVISCREF Temperature of Reference Viscosity
Water Oil teste
Water Oil USERCOEFVELMANCHA Empirical Thickness Gradient's Spreading Velocity Coefficient
Water Oil VISCCINREF Reference Cinematic Viscosity
Water Oil VISCREF Reference Dynamic Viscosity
Water Oil WAXCONTENT Wax Content

Module Sand

Project Module Keyword Keyword description Options Option description
Water Sand BATHYM_EVOLUTION it´s a conditional keyword: check if the user wants to let the bathymetry evolve due to sand transport
Water Sand BATIM_DT The time step of the BATIM evolution
Water Sand BOUNDARY check what type off boundary condition the user wants: 1 -> NullGradient, 2 -> Cyclic
Water Sand BOX_FILENAME path to the file where the boxes are defined
Water Sand BOXFLUXES It´s a conditional keyword to compute fluxes between boxes
Water Sand CLASS_ID ??
Water Sand CLASS_NAME ??
Water Sand CLASSES_NUMBER The number of sand classes the user wants to define
Water Sand CRITICAL_SLOP slope above which there is lateral erosion.
Water Sand DENS_SAND Sand density
Water Sand DISCHARGES ??
Water Sand FILTER_RADIUS
Water Sand FILTER_SCHEME the keyword can be equal to NO FILTER or MODIFY LAX.
Water Sand FLUX_SLOP ??
Water Sand OLD it´s a conditional keyword: check if the user wants to start from the final condition of a previous run
Water Sand OUTPUT_TIME output time step
Water Sand POROSITY porosity of the sediments
Water Sand SAND_DT The time step of the SAND evolution
Water Sand SAND_MIN The minimum sand layer thickness
Water Sand SMOOTH_SLOP it´s a conditional keyword: check if the user wants to compute transport in strong slopes
Water Sand TAU_MAX the maximum bottom shear stress
Water Sand TIME_SERIE it´s a conditional keyword: checks out if the user pretends to write a time serie for the transport fluxes
Water Sand TIME_SERIE_LOCATION path to the file where the boxes are defined
Water Sand TRANSPORT_FACTOR it´s a factor to amplify the transport
Water Sand TRANSPORT_METHOD Methodology use to compute the sand transport

Module SedimentProperties

Project Module Keyword Keyword description Options Option description
Water SedimentProperties ADVECTION_DIFFUSION Compute property advection-diffusion
Water SedimentProperties BIOTURBATION Compute bioturbation processes
Water SedimentProperties BIOTURBATION_COEF Bioturbation diffusion coefficient
Water SedimentProperties BIOTURBATION_DECAY_COEF Decay factor to compute decay of bioturbation effect
Water SedimentProperties BIOTURBATION_DEPTH Depth till which bioturbation diffusion is constant (m)
Water SedimentProperties BOX_TIME_SERIE Ouputs results in box time series
Water SedimentProperties BOXFLUXES Path to boxes file. If specified in input data file, computes box integration based on the defined file.
Water SedimentProperties DESCRIPTION Brief description of the property
Water SedimentProperties DIFFUSION_METHOD Method to compute diffusion coefficeient correction for the sediments 1 Berner, 1980
Water SedimentProperties DIFFUSION_METHOD Method to compute diffusion coefficeient correction for the sediments 2 Soetaert, 1996
Water SedimentProperties IS_COEF Conversion factor to I.S. units
Water SedimentProperties MIN_VALUE Minimum allowed value of property concentration
Water SedimentProperties MOLECULAR_DIFF_COEF Infinite dilution molecular diffusion coefficient
Water SedimentProperties NAME Property name
Water SedimentProperties OLD Initialization from previous run (overrides FillMatrix)
Water SedimentProperties OUTPUT_HDF Ouputs results in HDF5 format
Water SedimentProperties 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.
Water SedimentProperties PARTICULATE Property physical state: 0 - Dissolved ; 1 - Particulate
Water SedimentProperties PARTITION Compute partition between dissolved-particulate phases
Water SedimentProperties PARTITION_COUPLE Name of the property (oposite phase) to compute partition
Water SedimentProperties SEDIMENT_QUALITY Compute sediment quality processes
Water SedimentProperties SURFACE_FLUXES Compute fluxes at the sediment surface
Water SedimentProperties TIME_SERIE Output time series for sediment property
Water SedimentProperties TIME_SERIE_LOCATION Path to time serie locations file
Water SedimentProperties UNITS Property units

Module Turbulence

Project Module Keyword Keyword description Options Option description
Water Turbulence Background_Viscosity Background viscosity/diffusivity.
Water Turbulence CONST_MIXING_LENGTH_HORIZONTAL Default horizontal mixing length. Used to compute the random trajectory of particle (Lagrangian Module
Water Turbulence CONTINUOUS Check if the user wants to perform a simulation startinf from a previous run (1) or not (0).
Water Turbulence DT_OUTPUT_TIME Time interval for time serie.
Water Turbulence HORCON Smaagorinsky coefficient. Used only if MODVISH is "smagorinsky".
Water Turbulence HREF_VIS Water column reference thickness used in the for the option MODVISH "estuary".
Water Turbulence MIXLENGTH_MAX Maximum allowed mixing length. Parameter used in the Nihoul and Leendertse parameterization.
Water Turbulence MIXLENGTH_V Default vertical mixing length. Used to compute the random trajectory of particle (Lagrangian Module).
Water Turbulence MLD Checks out if the user pretends to compute the mixed layer length (1) or not (0).
Water Turbulence MLD_BOTTOM Checks out if the user pretends to compute the bottom mixed layer length (1) or not (0).
Water Turbulence MLD_Method 1 Turbulent kinetic energy (TKE) inferior to a predefined minimum.
Water Turbulence MLD_Method 2 Richardson number (Ri) superior to a critical value.
Water Turbulence MLD_Method 3 Maximum value of Brunt-Vaisalla frequency (N)
Water Turbulence MODTURB Vertical eddy viscosity model constant Constant eddy viscosity model. Viscosity value is specified with keyword "VISCOSITY_V". Typical values for real (ocean or estuaries) are in the range 0.1 - 10, depending on vertical length scale and vertical grid spacing.
Water Turbulence MODTURB Vertical eddy viscosity model file2D Vertical viscosity is specified using an ASCII file containing grid data. The file is defined in the block: begin_viscosity_v/end_viscosity_v. Use of this block is specified in the FillMatrix module (Mohid Base 2 project)
Water Turbulence MODTURB Vertical eddy viscosity model nihoul Uses Nihoul turbulence scheme.
Water Turbulence MODTURB Vertical eddy viscosity model leendertsee Uses Leendertsee turbulence scheme.
Water Turbulence MODTURB Vertical eddy viscosity model pacanowski Uses Pacanowski turbulence scheme.
Water Turbulence MODTURB Vertical eddy viscosity model turbulence_equation Uses a turbulence equation for closure. This is only to be used with GOTM module.
Water Turbulence MODTURB Vertical eddy viscosity model backhaus Uses Backhaus turbulence scheme.
Water Turbulence MODVISH Horizontal eddy viscosity model. file2D Horizontal viscosity is specified using an ASCII file containing grid data. The file is defined in the block: begin_viscosity_v/end_viscosity_v. Use of this block is specified in the FillMatrix module (Mohid Base 2 project)
Water Turbulence MODVISH Horizontal eddy viscosity model. smagorinsky Smagorinsky turbulence scheme.
Water Turbulence MODVISH Horizontal eddy viscosity model. estuary
Water Turbulence MODVISH Horizontal eddy viscosity model. constant Constant horizontal viscosity
Water Turbulence NYQUIST Nyquist frequency used for mixing length calculation.
Water Turbulence OUTPUT_PROFILE Perform profile outputs in HDF5
Water Turbulence OUTPUT_TIDE Checks out if the user pretends to write tidal information in HDF output (1) or not (0).
Water Turbulence OUTPUT_TIME Intrevals of time between outputs.
Water Turbulence PRANDTL_0 Vertical Prandtl number
Water Turbulence RESTART_FILE_OVERWRITE Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
Water Turbulence RICH_MLD Ri used to compute the surface mixing length based on the Ri number.
Water Turbulence STATISTICS_MLD Checks out if the user pretends to output statics for the surface mixing length (1) or not (0).
Water Turbulence STATISTICS_MLD_FILE File name for output statistics of surface mixing length.
Water Turbulence TIME_SERIE Checks out if the user pretends to write time series of this property (1) or not (0).
Water Turbulence TIME_SERIE_LOCATION Path to time serie location file
Water Turbulence TKE_MLD TKE limit used to compute the surface mixing length based on the TKE.
Water Turbulence VISCOSITY_H Default horizontal viscosity.
Water Turbulence VISCOSITY_V Default vertical viscosity.
Water Turbulence VISH_REF Horizontal viscosity used as the minimum value for viscosity if MODVISH is either "estuary" or

"smagorinsky".

Water Turbulence VREF_VIS Reference velocity used if MODVISH is "estuary".

Module WaterProperties

Project Module Keyword Keyword description Options Option description
Water WaterProperties ADV_DIF_NUM_STABILITY Verifies advection-diffusion numerical stability for this property.
Water WaterProperties ADV_METHOD_H Horizontal advection discretization. 1 UpwindOrder1
Water WaterProperties ADV_METHOD_H Horizontal advection discretization. 2 UpwindOrder2
Water WaterProperties ADV_METHOD_H Horizontal advection discretization. 3 UpwindOrder3
Water WaterProperties ADV_METHOD_H Horizontal advection discretization. 4 P2_TVD
Water WaterProperties ADV_METHOD_H Horizontal advection discretization. 5 CentralDif
Water WaterProperties ADV_METHOD_V Vertical advection discretization. 1 UpwindOrder1
Water WaterProperties ADV_METHOD_V Vertical advection discretization. 2 UpwindOrder2
Water WaterProperties ADV_METHOD_V Vertical advection discretization. 3 UpwindOrder3
Water WaterProperties ADV_METHOD_V Vertical advection discretization. 4 P2_TVD
Water WaterProperties ADV_METHOD_V Vertical advection discretization. 5 CentralDif
Water WaterProperties ADVECTION_DIFFUSION Property transported by advection and diffusion.
Water WaterProperties ADVECTION_H_IMP_EXP Horizontal advection computed using a implicit/explicit discretization for this property. 0 Implicit discretization
Water WaterProperties ADVECTION_H_IMP_EXP Horizontal advection computed using a implicit/explicit discretization for this property. 1 Explicit discretization
Water WaterProperties ADVECTION_V_IMP_EXP Vertical advection computed using a implicit/explicit discretization for this property. 0 Implicit discretization.
Water WaterProperties ADVECTION_V_IMP_EXP Vertical advection computed using a implicit/explicit discretization for this property. 1 Explicit discretization.
Water WaterProperties AGE_USING_WATERPOINTS Compute age using Waterpoints. If FALSE then age is computed using Openpoints.
Water WaterProperties ALTITUDE
Water WaterProperties BOTTOM_FLUXES This property has bottom fluxes
Water WaterProperties BOUNDARY_CONDITION Boundary condition for this property. 1 MassConservation
Water WaterProperties BOUNDARY_CONDITION Boundary condition for this property. 2 ImposedValue
Water WaterProperties BOUNDARY_CONDITION Boundary condition for this property. 3 VerticalDiffusion
Water WaterProperties BOUNDARY_CONDITION Boundary condition for this property. 4 NullGradient
Water WaterProperties BOUNDARY_CONDITION Boundary condition for this property. 5 SubModel
Water WaterProperties BOUNDARY_CONDITION Boundary condition for this property. 6 Orlanski
Water WaterProperties BOUNDARY_CONDITION Boundary condition for this property. 8 CyclicBoundary
Water WaterProperties BOUNDARY_INITIALIZATION Processes considered to initialize the boundary values of this property EXTERIOR A value exterior to the domain is be imposed (a constant value).
Water WaterProperties BOUNDARY_INITIALIZATION Processes considered to initialize the boundary values of this property INTERIOR Boundaries equal to the values given

in the same cells during the domain initialization.

Water WaterProperties BOX_TIME_SERIE Checks to see if the user pretends to write a time serie inside each box for this property
Water WaterProperties BOXFLUXES Path to the file with the boxes definitions.
Water WaterProperties CEQUALW2 This property has CEQUALW2 model as a sink and source
Water WaterProperties DATA_ASSIMILATION Data assimilation scheme
Water WaterProperties DECAY_TIME Decay time of this property in the boundary. 0 Property value at the boundary remains constant.
Water WaterProperties DEFAULTBOUNDARY The default value of a specific water property imposed in the open boundary
Water WaterProperties DENSITY_METHOD Method to compute water density 1 Leendertse
Water WaterProperties DENSITY_METHOD Method to compute water density 2 UNESCO (in-situ temperature)
Water WaterProperties DENSITY_METHOD Method to compute water density 3 Linear
Water WaterProperties DENSITY_METHOD Method to compute water density 4 Mellor 1996
Water WaterProperties DENSITY_METHOD Method to compute water density 5 Jackett and McDougall 1995
Water WaterProperties DESCRIPTION Description of this property
Water WaterProperties DESCRIPTION Rate description ex: zooplankton grazing over phytoplankton
Water WaterProperties DIFFUSION_V_IMP_EXP Vertical diffusion computed using a implicit/explicit discretization for this property. 0 Implicit discretization.
Water WaterProperties DIFFUSION_V_IMP_EXP Vertical diffusion computed using a implicit/explicit discretization for this property. 1 Explicit discretization.
Water WaterProperties DISCHARGES Property is discharged.
Water WaterProperties DISCHARGES_TRACKING This property writes discharges as time serie
Water WaterProperties DOSAT_TYPE Method to compute dissolved oxygen saturation 1 Apha
Water WaterProperties DOSAT_TYPE Method to compute dissolved oxygen saturation 2 Henry
Water WaterProperties DOSAT_TYPE Method to compute dissolved oxygen saturation 3 Mortimer
Water WaterProperties DT_INTERVAL DT to compute this property evolution.

Only defined if no advection_difusion or sink and source model chosen

Water WaterProperties EMPIRIC_COEF
Water WaterProperties EXTINCTION_PARAMETER Parameter that multiplies by this property concentration to compute light extinction when SW_EXTINCTION_TYPE:6 (multiparameter option)
Water WaterProperties FILTRATION Compute filtration process as a sink
Water WaterProperties FIRSTPROP First Property defined in a WQ rate relation
Water WaterProperties FREE_CONVECTION Option to mix instable density profiles
Water WaterProperties INSTANT_MIXING This option mix instantaneously the all water column for this property
Water WaterProperties IS_COEF Conversion factor between IS units and the user defined units for this property
Water WaterProperties LIFE This property has Life model as a sink and source
Water WaterProperties LIGHT_EXTINCTION Check if this property is used to compute light extinction when SW_EXTINCTION_TYPE : 6 (multiparameter)
Water WaterProperties MACROALGAE Defines if property is included in macroalgae biogeochemical processes
Water WaterProperties MACROALGAE_HEIGHT Macroalgae reference height
Water WaterProperties MACROALGAE_MASS Initial distribution of macroalgae attached to the bottom
Water WaterProperties MAX_VALUE Maximum allowed value of property concentration
Water WaterProperties MIN_VALUE Mininum value of this property
Water WaterProperties MODEL Name of the biogeochemical to which the rate belongs
Water WaterProperties NAME Name of this property
Water WaterProperties NAME Rate name ex: PhyZoo
Water WaterProperties NULLDIF Consider null diffusion of this property if velocities are null.
Water WaterProperties OLD Check if user wants to continue the run with results of a previous run.
Water WaterProperties OUTPUT_HDF Check to see if this property is to be written in the HDF file.
Water WaterProperties OUTPUT_PROFILE Perform profile outputs in HDF5 format
Water WaterProperties OUTPUT_TIME Output times for HDF output file
Water WaterProperties PARTICULATE Checks if the user wants this property to be particulate
Water WaterProperties PARTITION This property has partition as a sink and source
Water WaterProperties PARTITION_COUPLE Name of property (dissolved/particulated) to couple this property
Water WaterProperties PARTITION_FRACTION
Water WaterProperties PARTITION_RATE
Water WaterProperties PRESSURE_CORRECTION Check to see if Pressure correction is going to be computed.
Water WaterProperties RATIO_C_CHLA Plankton Carbon/Chlorophyll Ratio
Water WaterProperties REFERENCE_DENSITY Reference water density
Water WaterProperties REFERENCE_SPECIFICHEAT Specific heat reference of water. seawater in GOTM - 3985 J/kg/ºC

Freshwater in Chapra - 4180 J/kg/ºC

Water WaterProperties RESTART_FILE_OUTPUT_TIME Output Time to write restart files
Water WaterProperties RESTART_FILE_OVERWRITE Defines whether to overwrite the output restart file or not. By default, the output restart is not overwritten
Water WaterProperties SALINITY_EFFECT Compute partition coefficient between the particulate and the dissolved phase as a function of salinity, for this property
Water WaterProperties SCHMIDT_BACKGROUND_V see SCHMIDT_COEF_V.
Water WaterProperties SCHMIDT_COEF_V Schmidt number for the vertical.
Water WaterProperties SCHMIDT_NUMBER_H Schmidt number for the horizontal.
Water WaterProperties SECONDPROP Second property defined in a WQ rate relation
Water WaterProperties SED_REF_CONC Reference cohesive sediment concentration to use in this property
Water WaterProperties SMALLDEPTH_LIMIT Water column thickness below which homogeneous water properties is assumed.
Water WaterProperties SPECIFICHEAT_METHOD 2 - Uses the UNESCO state equation described in Millero et al. 1978

3 - Uses the referenced value

Water WaterProperties STATISTICS Checks to see if the user pretends the statistics of this property
Water WaterProperties STATISTICS_FILE Path to the file that has the statistics definitions
Water WaterProperties SUBMODEL Property is influenced by a father model
Water WaterProperties SUBMODEL_INI Property is initialized as being part of a sub model
Water WaterProperties SURFACE_FLUXES This property has surface fluxes
Water WaterProperties TIME_SERIE Check to see if this property is to be written as time series.
Water WaterProperties TIME_SERIE_LOCATION Path to the file that as time series definitions
Water WaterProperties TVD_LIMIT_H Horizontal TVD limitation 1 MinMod
Water WaterProperties TVD_LIMIT_H Horizontal TVD limitation 2 VanLeer
Water WaterProperties TVD_LIMIT_H Horizontal TVD limitation 3 Muscl
Water WaterProperties TVD_LIMIT_H Horizontal TVD limitation 4 Superbee
Water WaterProperties TVD_LIMIT_H Horizontal TVD limitation 5 PDM
Water WaterProperties TVD_LIMIT_V Vertical TVD limitation 1 MinMod
Water WaterProperties TVD_LIMIT_V Vertical TVD limitation 2 VanLeer
Water WaterProperties TVD_LIMIT_V Vertical TVD limitation 3 Muscl
Water WaterProperties TVD_LIMIT_V Vertical TVD limitation 4 Superbee
Water WaterProperties TVD_LIMIT_V Vertical TVD limitation 5 PDM
Water WaterProperties UNITS Units of this property
Water WaterProperties USE_SED_REF_CONC Use Reference cohesive sediment concentration method for this property Partition sink and source model
Water WaterProperties VERTICAL_MOVEMENT This property has free vertical movement.
Water WaterProperties VOLUME_RELATION_MAX The relation between adjacent volumes above which the advection is upwind, for this property.
Water WaterProperties WARN_ON_NEGATIVE_VALUES Write a warning to screen when property has negative value
Water WaterProperties WATER_QUALITY This property has Water Quality Model as a sink and source

Module Waves

Project Module Keyword Keyword description Options Option description
Water Waves DISTANCE_TO_LAND_METHOD Chooses 1 of 2 methods to compute Distances to Land.

if keyword value = 1 (one) computes distances according to a "graphical" method between points and land polygons. If keyword = 0 (zero) computes distances with a method based on grid.

Water Waves RADIATION_TENSION_X Compute/read radiation stress in XX direction
Water Waves RADIATION_TENSION_Y Compute/read radiation stress in Y direction
Water Waves REMAIN_CONSTANT
Water Waves WAVE_DIRECTION Compute/read wave direction
Water Waves WAVE_HEIGHT Compute/read wave height
Water Waves WAVE_HEIGHT_PARAMETER Proportional parameter ([final_value]=[parameter]*[computed_value]) for wave height calibration.
Water Waves WAVE_PERIOD Compute/read wave period
Water Waves WAVE_PERIOD_PARAMETER Proportional parameter ([final_value]=[parameter]*[computed_value]) for wave period calibration.
Water Waves WAVEGEN_TYPE Chooses 1 of 2 methods to compute Wave Height and Wave Period.

If keyword value equals 0 (zero), WaveHeight and WavePeriod are computed as originaly (wind modulus dependent). If value equals 1 (one), computes as CEQUAL-W2 way (wind, depth and Fetch dependent).

Water Waves WINDROSE_DIRECTIONS Number of wind directions for fetch calculation.