Property:Describe input parameters model
From CSDMS
This is a property of type Text.
B
%ocean climate parameters
Wave Height (m)
Wave Period (s)
Wave Climate Asymmetry (-)
Wave Climate High-Angle Proportion (-)
Tidal Amplitude (m)
Tidal Angular Frequency (rad/s)
%barrier model parameters
Sea-level Rise Rate (m/yr)
Coastal Plain Slope (-)
Critical Barrier Width (m)
Critical Barrier Height (m)
Maximum Overwash Flux (m3/m/yr)
%inlet parameters
Minimum Inlet Spacing (m)
Inlet Aspect Ratio (-)
Inlet Equilibrium Velocity (m/s)
Grain size (m)
%back-barrier parameters
Back-barrier depth (m)
Manning Roughness (sm^-(1/3))
Fraction Marsh Cover (-) +
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'''Input Data needed''': required and optional (based on project needs and data availability):
Spatial data (GIS maps) - to be brought into GRASS GIS
''Basic requirements'':
* DEM (Digital Elevation Model)
''Optional'':
* Stream network, stream gage locations
* Meteorological station locations
* Vegetation and soil type, LAI
* Road network, landcover/landuse (eg. residential, agricultural, open space, etc...)
* Snow redistribution
Timeseries data - natural and human induced inputs as text files:
''Basic requirements'':
* Daily Precipitation (Meters)
* Daily Maximum Temperature (°C)
* Daily Minimum Temperature (°C)
''Optional'':
* Day length (seconds)
* Duration of rainfall (hours)
* Zone and seasonal scaling of LAI (unitless)
* Incoming longwave radiation (KJ/(meters2)/day)
* Incoming direct shortwave radiation (KJ/(meters2)/day)
* Incoming diffuse shortwave radiation (KJ/(meters2)/day)
* Nitrogen deposition as NO3 (kg/(meters2)/day)
* Nitrogen deposition as NH4 (kg/(meters2)/day)
* Incoming direct PAR radiation (KJ/(meters2)/day)
* Incoming diffuse PAR radiation (KJ/(meters2)/day)
* Relative humidity (Range (0-1))
* Mean daytime temperature (°C)
* Night time temperature at sundown (°C)
* Soil temperature (°C)
* Vapour pressure deficit (Pa)
* Wind speed (meters/sec)
* Carbon dioxide (CO2) (parts per million/year) +
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(1) Daily climate data including precipitation, temperature, and (optional) potential evapotranspiration (python dictionary object), (2) A model configuration file (.yaml; settings for the HydroCNHS and ABM models), and (3) ABM modules (.py; customized human models). +
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(1) Digital Elevation Model (DEM) & Bed Elevation
(2) Soil texture or hydrologic properties
(3) Geology texture or hydrologic properties
(4) Land cover and vegetation parameters +
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(1) the length along a square cell face (dx), (2) 2 of the following 3 arrays describing the domain: (a) the water depth (depth); (b) the water stage (stage); (c) the topography (topography), (3) either the x and y components of water velocity (u and v) or the x and y components of the water discharge (qx and qy), (4) and some optional parameters that include values related to the random walk weighting scheme, travel time calculations, and even the distance and direction assumptions related to the grid. +
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(See: http://adcirc.org)
* Grid and Boundary Information File (fort.14) - required
* Model Parameter and Periodic Boundary Condition File (fort.15) - required
* Passive Scalar Transport Input File (fort.10) - conditional
* Density Initial Condition Input File (fort.11) – conditional
* Nodal Attributes File (fort.13) – conditional
* Non-periodic Elevation Boundary Condition File (fort.19) - conditional
* Non-periodic, Normal Flux Boundary Condition File (fort.20) - conditional
* Single File Meteorological Forcing Input (fort.22) - conditional
* Multiple File Meterological Forcing Input (fort.200,…..) - conditional
* Wave Radiation Stress Forcing File (fort.23) - conditional
* Self Attraction/Earth Load Tide Forcing File (fort.24) - conditional
* 2DDI Hot Start Files (fort.67 or fort.68) – conditional +
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*Elastic thickness map (ASCII)
*Load map (ASCII)
*dx, dy
*Material properties
**Young's modulus
**Poisson's ratio
**density of load
**density of infilling material (optional; this can also be done via iteration for more complicated situations
Only the elastic thickness and load need to be actual input files. The rest (scalars) can be specified at the command line interface.
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*Input topography OR initial relative coverage of high-resistance vegetation community
*Annual duration of high-flow events
*Initial surface-water level
*Water surface slope during high-flow events
*Bed sediment diffusion coefficient (for erosion by gravity)
*Critical shear stress for entrainment of bed sediment (model uses a flocculent sediment transport relation) and corresponding entrainment function
* Scaling factor affecting maximum peat accretion rate of high-flow-resistance community
* Scaling factor affecting equilibrium elevation of high-flow-resistance community
* Scaling factor for vegetative propagation/below-ground biomass expansion rates
* Scaling factor for lateral velocities
* Effected suspended sediment settling velocity
* Soil bulk density
* Optional: Mean annual evapotranspiration in each vegetation community
* Optional: Vertical profiles of vegetation stem architecture and diameter and drag coefficient relationships for vegetation communities (otherwise model will use default high-flow-resistance and low-flow-resistance communities = ridge and slough vegetation communities in the Everglades)
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1) barrier3d-parameters.yaml: yaml-formatted text file containing initial values for all static and dynamic variables
2) barrier3d-elevation.npy: Initial interior elevation grid
3) barrier3d-storms.npy: Stochastically generated sequence of storms (generated by randomly sampling from a list of synthetic storms)
4) barrier3d-dunes.npy: Initial height of dune cells
5) barrier3d-growthparam.npy: Alongshore varying growth rates for the dune domain
If desired, (3-5) can be generated within the model run script to create unique conditions for each run - e.g., instead of using the same storm history by drawing from the a single barrier3d-storms.npy file, a new storm series can be stochastically generated for each run. +
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1. Flood inundation extent layer (shapefile or feature in a Geodatabase)
2. Digital Elevation Model (DEM; ArcGIS-supported raster formats) +
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A NetCDF file, the name of the variable that you want to extract, and (optionally) a lat/lon position in which you would like to extract data from that variable +
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A configuration file specifying models and variables to confront against benchmark data sets. +
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A grid with initial elevation. Hydrologic time step and geomorphic time step
Hydrologic paramters: average rainfall intensity, rainall duration, interstorm period, infiltration capacity, porosity, hydraulic conductivity, aquifer depth, specific yield, PET
Geomorphic parameters: baselevel lowering rate, diffusivity for hillslope processes, weathering rate, parameters for erosion and sediment transport model +
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A long list of coefficient depending on the differential equations that are being solved and on the chosen closure relationships. +
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A self-explanatory file "input.inp" should be set before running the code.
Flow and particle parameters such as Reynolds number, Peclet number, particle settling velocity(ies) can be set here.
Also, number of grid nodes, domain length, output file flags and simulation runtime, etc should be entered. +
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A two-component structure of a soil moisture accounting (SMA) module and a routing or unit hydrograph module. +
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AR2 model parameters, as defined in wrapper script +
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Air Temperature : seasonal range of air temperature
Snow parameters: winter-averaged Snow Thickness and Snow Density, thermal conductivity of snow
Vegetation parameters: Vegetation height, vegetation thermal conductivity
Soil properties: volumetric water content, heat capacity in frozen and thawed state +
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All input for PHREEQC version 3 is defined in keyword data blocks, each of which may have a series of identifiers for specific types of data.; See 'Description of Input and Examples for PHREEQC Version 3 - A computer program for speciation, batch-reaction, one-dimensional transport, and inverse geochemical calculations'. +
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All input parameters are defined in a well-documented and commented Matlab parameter file.
Only a Digital Elevation Model, preferable in GeoTIFF format is needed. +
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Arc ASCII grids of topography and non-erodible basement. Program will create input grids also. +
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Area schematization (mesh, bathymetry/topography, characteristics of structures, open boundary locations), process selection, initial conditions, forcings (boundary,atmospheric), time step, time frame, numerical settings, output options +
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Backend: ROMSBuilder is written in Python and the main classes are ComponentBuilder.py and ROMSComponentBuilder.py. Default inputs are provided through roms_builder_input.cfg file. The three required input set on the tab dialogs for creating the new ROMS component are,
Header file path, this is the path to your header (*.h) file. The other option is to enter value into the tab dialogs. ex. /home/csdms/sims/roms_builder/upwelling
Application name, this should be the name of your new ROMS Application and must be specified in UPPERCASE. ex. UPWELLING
New component name, this is the name of the new component. As bocca cannot have two components with the same name, every time you create a new component the name should be unique. +
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Basic input requires: Habitat area, Biomass in habitat area, Production/biomass, Consumption/biomass, Ecotrophic efficiency, Production/consumption, Unassimilated consuption, detritus import +
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Basic parameters for a sediment transport model (grain size, efficiency coefficients, coefficient of friction, wave friction factor, density, etc) most are in there using values from the literature, but easily modified.
Flow. (Sinusoidal, steady or combined flows can be created, as well as natural flow data can be used.)
A random "turbulent" flow is imposed - this needs a magnitude.
Jump fraction - given distance sediment moves with flow +
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Because this is a toolkit for model building, there are no set input parameters. Rather, developers use the code to create their own models, with their own unique inputs.
The ModelParameterDictionary tool provides formatted ASCII input for model parameters. The I/O component also handles input of digital elevation models (DEMs) in standard ArcInfo ASCII format. +
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Bed shear stress distribution and derivitives, Sediment transport parameters, Hiding function option (Komar / Egaziaroff), Saltation height option (Bridge / Einstein), Grain size and density distribution control parameters, Grain density values, Weight proportion of available bed material in each size-density fraction, Initial boundary condition (clear water inflow / equilibrium condition / well or not erosion or diposition in the dead of the reach) +
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Binary channel mask imagery (georeferencing optional). Imagery through time can be input to assess planform changes. +
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Boundary Reynolds Number, D50 of the bed, Shields Theta for D50 size fraction, median diameters of the other bed size fractions +
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Channel geometry
SLR rate
Reference sediment concentration
Parameters for sediment transport, organic accretion, pond dynamics, ditch dynamics +
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Channel geometry (e.g. bank height/angle, width, longitudinal profile); bed grain size distribution; discharge time series; sediment input time series; bank soil parameters (critical shear stress and cohesion) +
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Cross section width
Channel length
Tidal range
Mud erodability
Mud critical shear stress
Settling velocity
Creep coefficient for unvegetated mud
Creep coefficient for vegetated mud (marsh)
Boundary suspended sediment concentration (during flood)
Maximum vegetation biomass
Minimum elevation for vegetation growth
Maximum elevation for vegetation growth
Parameters for organic sediment production
Rate of relative sea level rise +
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