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A list of all pages that have property "Describe input parameters model" with value "Mangrove properties, Delft3D-FM model". Since there have been only a few results, also nearby values are displayed.

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  • Model:MARSSIM  + (Initial elevation file. File specifying boundary conditions, run time, process options, and parameter values.)
  • Model:Erode  + (Initial land surface (several built-in optInitial land surface (several built-in options), number of timesteps, DEM grid dimensions, DEM grid cell dimensions, R = "geomorphic" rainrate (m/yr), U=uplift rate (mm/yr), BLR = base-level lowering rate (mm/yr), Kf="erodibility coefficient (m^3/yr)^(1-m), m = area/discharge exponent, n = slope exponent, p = area-discharge exponent, toggles for different types of boundary conditions (e.g. periodic), DEM georeferencing info (bounding box, pixel geometry, etc.) info (bounding box, pixel geometry, etc.))
  • Model:GPM  + (Initial topography. Initial subsurface laInitial topography.</br></br>Initial subsurface layering, if any.</br>Properties of existing rocks/sediments.</br>Sea-level change curve.</br>Sources of flow and sediment, sources of wave action, boundary conditions Externally imposed vertical tectonics as a function of horizontal position and timea function of horizontal position and time)
  • Model:HBV  + (Input data are observations of precipitation, air temperature and estimates of potential evapotranspiration.)
  • Model:AlluvStrat  + (Input file: channel width and depth, a few others)
  • Model:ESCAPE  + (Input files for eSCAPE are based on YAML sInput files for eSCAPE are based on YAML syntax. </br></br>domain: definition of the unstructured grid containing the vtk grid filename and the associated field (here called Z) as well as the flow direction method to be used flowdir that takes an integer value between 1 (for SFD) and 12 (for Dinf) and the boundary conditions (bc: ‘flat’, ‘fixed’ or ‘slope’)</br>time: the simulation time parameters defined by start, end, tout (the output interval) and dt (the internal time-step).</br>Follows the optional forcing conditions:</br></br>sea: the sea-level declaration with the relative sea-level position (m) and the sea-level curve which is a file containing 2 columns (time and sea-level position).</br>climatic & tectonic have the same structure with a sequence of events defined by a starting time (start) and either a constant value (uniform) or a map.</br>Then the parameters for the surface processes to simulate:</br></br>spl: for the stream power law with a unique parameter Ke representing the The erodibility coefficient which is scale-dependent and its value depend on lithology and mean precipitation rate, channel width, flood frequency, channel hydraulics. It is worth noting that the coefficient m and n are fixed in this version and take the value 0.5 & 1 respectively.</br>diffusion: hillslope, stream and marine diffusion coefficients. hillslopeK sets the simple creep transport law which states that transport rate depends linearly on topographic gradient. River transported sediment trapped in inland depressions or internally draining basins are diffused using the coefficient (streamK). The marine sediment are transported based on a diffusion coefficient oceanK. The parameter maxIT specifies the maximum number of steps used for diffusing sediment during any given time interval dt.</br>Finally, you will need to specify the output folder:</br></br>output: with dir the directory name and the option makedir that gives the possible to delete any existing output folder with the same name (if set to False) or to create a new folder with the give dir name plus a number at the end (e.g. outputDir_1 if set to True)umber at the end (e.g. outputDir_1 if set to True))
  • Model:LTRANS  + (Input files: # the NetCDF files from the RInput files:</br># the NetCDF files from the ROMS hydrodynamic model</br># a comma delimited file that contains the particle locations, </br># comma delimited files that contain habitat boundaries for the Settlement Module. The latter is only needed if the Settlement Module is turned on.ded if the Settlement Module is turned on.)
  • Model:IDA  + (Input flow directions: 8 bit unsigned inInput flow directions:</br> 8 bit unsigned integers</br></br> The numbers corresponding to each of the 9 possible flow directions are</br> shown below:</br></br> 32 64 128</br></br> 16 0 1</br></br> 8 4 2</br></br> So a cell with the value '1' means that the flow in that cell goes to the</br> East, while a value of '32' means that the cell's flow goes to the</br> North West. The value '0' implies that the cell is a sink and flow does not</br> leave it</br></br> Row major order is used.not leave it Row major order is used.)
  • Model:QDSSM  + (Input is in the form of values per time stInput is in the form of values per time step for the following variables: files of rain fall, river inlet, sea-level, substratum thickness, tectonics, subsidence, while the model is calibrated through environmental coefficients, threshold slopes, threshold discharge, and set for interval time steps, number of time steps, environmental coefficients (m2/yr) and substratum grain size.icients (m2/yr) and substratum grain size.)
  • Model:CVPM  + (Input parameters are provided through several user-supplied files (see the CVPM modeling system user's guide).)
  • Model:DHSVM  + (Input parameters are: * Digital ElevationInput parameters are:</br>* Digital Elevation Model (DEM) of the basin</br>* Soil textural and hydraulic information</br>* Vegetation information</br>* Meteorological conditions at a subdaily timestep, in particular precipitation, air temperature, humidity, wind speed, incoming shortwave radiation and incoming longwave radiation</br>* Information about the stream and road network (location, width, etc.)m and road network (location, width, etc.))
  • Model:Meander Centerline Migration Model  + (Input parameters belong to five families: Input parameters belong to five families:</br>* parameters related to flow field</br>* parameters related to the floodplain structure</br>* parameters related to the river geometry</br>* parameters related to the time marching of the simulation</br>* parameters related to the output printing parameters related to the output printing)
  • Model:Spbgc  + (Input parameters: * Geometrical parameters: Nx, Ny, domain size * Flow Parameters: Reynolds, Peclet * Particle Parameters: Settling velocities. The complete list of input parameters is set and described in the file input.inp)
  • Model:WASH123D  + (Input parameters: # Geomety in terms of fInput parameters:</br># Geomety in terms of finite element mesh</br># matreial properties,</br># initila conditions,</br># boundary conditions,</br># meteogoligcal data, and</br># reaction networks for biogeochemical transport. </br></br>Detailed input/output refers to Yeh et al., 2005 Technical Report on WASH123D et al., 2005 Technical Report on WASH123D)
  • Model:CREST  + (Input parameters: * DEM * Precipitation * Potential Evapotranspiration)
  • Model:Gvg3Dp  + (Input parameters: *Geometrical parameters: Nx, Ny, Nz. *Grid: Uniform or nonuniform. *Flow Parameters: Reynolds, Peclet *Particle Parameters: Settling velocities. *Flags: Output writing flags. Inflow/Outflow to the domain flags.)
  • Model:CosmoLand  + (Input: *Landslide: recurrence interval, siInput:</br>*Landslide: recurrence interval, size parameters</br>*Cosmogenic: production rate, decay rate, attenuation, density diffusive erosion rate drainage basin size, critical drainage area for a channel</br>*River channel scaling parameters: width, sediment depth, drainage densitys: width, sediment depth, drainage density)
  • Model:LEMming2  + (Inputs include grid definitions, erosion rule parameters, uplift time series, stratigraphic geometry, and rock type and rockfall debris erodibility.)
  • Model:SNOWPACK  + (It requires the following meteorological pIt requires the following meteorological parameters:</br>* air temperature (TA)</br>* relative humidity (RH)</br>* wind speed (VW)</br>* incoming short wave radiation (ISWR) and/or reflected short wave radiation (RSWR)</br>* incoming long wave radiation (ILWR) and/or surface temperature (TSS)</br>* precipitation (PSUM) and/or snow height (HS)</br>* ground temperature (TSG, if available. Otherwise, you will have to use MeteoIO's data generators to generate a value) or geothermal heat flux</br>* snow temperatures at various depths (TS1, TS2, etc if available and only for comparisons, see section Snow and/or soil temperatures)see section Snow and/or soil temperatures))
  • Model:Gc2d  + (Landscape elevation, ELA with time)
  • Model:LONGPRO  + (Length of reach, distance between nodes, tLength of reach, distance between nodes, timestep, number of timesteps, median grain size, elevation of the water surface, slope of initial river bed, Qmax, Xmax, mainning N, Initial elevation, node along X-as at which tectonic elev. Changes start, sediment conc. of lateral inflow, mass feed rate at upstream boundary,flow, mass feed rate at upstream boundary,)
  • Model:Subside  + (Loading distribution, EET, Mantle viscosity)
  • Model:Inflow  + (Main input parameters: * River velocity, width, depth, and sediment concentration. * Bathymetry)
  • Model:Sakura  + (Main input parameters: * River velocity, width, depth, and sediment concentration * Bathymetry)
  • Model:WSGFAM  + (Main inputs are bathymetry, riverine sediment discharge time-series, and ambient wave and current time-series. Critical velocity for sea bed erosion, bottom drag coefficient and critical bulk Richardson number can also be adjusted.)
  • Model:Marsh column model  + (Many, see Mudd et al. (2009) ECSS v 82(3) 377-389)
  • Model:Wetland3P  + (Marsh vegetation and mudflat sediment characteristics Backbarrier basin width Reference wind speed Tidal range Reference sediment concentration)
  • Model:WINDSEA  + (Maximum gradient windspeed 10 m above wateMaximum gradient windspeed 10 m above water (m/s), Radius of maximum wind (km), Pressure difference between eye and ambient (mm Hg), Forward speed of hurricane (m/s), Maximum number of nodes in x direction (postive east), Maximum number of nodes in y direction (positive north), Space step in x direction (m), Space step in y direction (m), X location of eye (m), Y location of eye (m), Storm direction (degrees counterclockwise from east)ction (degrees counterclockwise from east))
  • Model:STORM  + (Maximum number of timesteps over which winMaximum number of timesteps over which winds computed, X-dir. position of storm center at beginning, Y-dir. position of storm center at beginning, Storm velocity (m/sec), Storm direction (degrees counterclockwise from east), Pressure at eye (Pascals), Pressure at edge (Pascals), Radius of maximum storm winds(m), Storm radius (m). maximum storm winds(m), Storm radius (m).)
  • Model:FluidMud  + (Measured or artificially generated wave and current forcing. Floc diameter, density. Downslope gravity. Vertical grid mesh. Erodibility. Parameters for Bingham rheology.)
  • Model:Manningseq-bouldersforpaleohydrology  + (Microsoft Excel tables)
  • Model:River Network Bed-Material Sediment  + (Minimum requirements include a river network with link id, downstream link id, upstream drainage area, link length, and link slope. All of these are attributes are included as part of the National Hydrography Dataset Version 2 Plus (NHDV2Plus).)
  • Model:Nitrate Network Model  + (Minimum requirements include a river network with link id, downstream link id, upstream drainage area, link length, and link slope. All of these are attributes are included as part of the National Hydrography Dataset Version 2 Plus (NHDV2Plus).)
  • Model:TOPMODEL  + (Model Inputs: * Project file: Text descripModel Inputs:</br>* Project file: Text description of application and input file names and paths. </br>* Catchment (watershed) data file: Watershed and subwatershed topographic index—ln(a/tan B) distributions and the following parameters: </br>** The mean soil surface transmissivity </br>** A transmissivity profile decay coefficient </br>** A root zone storage capacity </br>** An unsaturated zone time delay </br>** A main channel routing velocity and internal subwatershed routing velocity </br>To use the infiltration excess mechanism, a hydraulic conductivity (or distribution), a wetting front suction and the initial near surface water content should be added. </br></br>The initialization of each run requires an initial stream discharge and the root zone deficit. </br>* Hydrological input data file: rainfall, potential evapotranspiration, and observed discharge time series in m/h </br>* Topographic index map data file: the topographic index map may be prepared from a raster digital elevation file using the DTM-ANALYSIS program. This file includes number of pixels in X direction, number of pixels in Y direction, grid size, and topographic index values for each pair of X and Y.hic index values for each pair of X and Y.)
  • Model:SRH-1D  + (Model parameters, cross section geometry, bed material, flow and sediment input)
  • Model:CarboLOT  + (Model setup: grid extent and resolution, tModel setup: grid extent and resolution, time stepping and duration.</br>Environmental inputs (from global datasets, automated methods): bathymetry, seawater bottom temperatures, benthic irradiance, seafloor hardness, ocean wave climate</br>Organism characteristics (automated from Knowledge Base): dimensions, construction, reproduction and survivorshiponstruction, reproduction and survivorship)
  • Model:Bifurcation  + (Modify input parameters directly in Matlab script Inputs include initial conditions, upstream flow conditions, bifurcation geometry, bypass fraction, sea level (optional), differential subsidence rate (optional))
  • Model:DeltaRCM  + (Modify parameter values in Matlab code directly: Water/Sediment discharge; Grid size and grid parameters; Basin geometry; Input sand/mud ratio.)
  • Model:PyDeltaRCM  + (Modify parameters in example input file deltaRCM.yaml included in repository. Run with example script run_pyDeltaRCM.py. Modify water/sediment discharge (as number of parcels), grid size and spacing, basin geometry, mud/sand ratio, etc)
  • Model:MARSSIM V4  + (Multiple parameter files, initial conditions matrices)
  • Model:DeltaRCM Vegetation  + (No files required. Sediment composition, vegetation parameters, SLRR, run time, grid size, water and sediment discharge and other similar parameters can be modified directly within the code.)
  • Model:GEOMBEST++  + (Note: See also the GEOMBEST++ Users Guide,Note: See also the GEOMBEST++ Users Guide, section 6</br></br>A minimum of four excel files are required to run a GEOMBEST-Plus simulation: an “erosionresponse” file, an “accretionresponse” file, a “run#” file, and a “tract#” file. If the simulation involves a single coastal tract then the files must be titled “erosionresponse”, “accretionreponse”, “run1” file and “tract1.” Caution: Note that the run# and tract# files will have the same name (tract1, run1, etc., see below) for all simulations and so attention to organization is critical. so attention to organization is critical.)
  • Model:GEOMBEST++Seagrass  + (Note: See the GEOMBEST++Seagrass Users GuiNote: See the GEOMBEST++Seagrass Users Guide, section 6</br></br>A minimum of four Microsoft Excel files are required to run a simulation: an “erosionresponse” file, an “accretionresponse” file, a “run#” file, and a “tract#” file. If the simulation involves a single coastal tract then the files must be titled “erosionresponse”, “accretionreponse”, “run1” file and “tract1.” Caution: Note that the run# and tract# files will have the same name (tract1, run1, etc.) for all simulations, so attention to organization is critical. so attention to organization is critical.)
  • Model:STVENANT  + (Number of cross sections, Time (s) and spaNumber of cross sections, Time (s) and space (m) descretisation steps, Chezy friction coefficient (m**1/2 s**-1), Period (s) and amplitude (m) of incoming waves, Number of time steps desired, Channel width at the Ith cross section (m), Still water depth (m)h cross section (m), Still water depth (m))
  • Model:1D Hillslope MCMC  + (Number of iterations (or links in the chaiNumber of iterations (or links in the chain)</br>Initial parameters from which to start the Markov Chain Monte Carlo simulations</br>Hillslope morphology measured from topograph for comparison (in dimensionless E* R* format; see Roering et al. 2007 or Hurst et al. 2012).Roering et al. 2007 or Hurst et al. 2012).)
  • Model:FLDTA  + (Open channel geometry, discharge at its head, flow elevation at its terminus)
  • Model:OpenFOAM  + (OpenFOAM needs to read a range of data strOpenFOAM needs to read a range of data structures such as strings, scalars, vectors, tensors, lists and fields. The input/output (I/O) format of files is designed to be extremely flexible to enable the user to modify the I/O in OpenFOAM applications as easily as possible.</br></br>See also user manual easily as possible. See also user manual)
  • Model:PIHM  + (PIHM is an integrated finite volume hydrolPIHM is an integrated finite volume hydrologic model. It simulates channel routing, overland flow and groundwater flow in fully coupled scheme. It uses semi-discrete Finite Volume approach to discretize PDE (equations governing physical processes) into ODE to form a system of ODEs and solved with SUNDIALS solver (LBL).<br>PIHM incorporates an object-oriented model data structure which provides extensibility and efficient storage of data at the same time. PIHM v2.0 requires the following input files:</br>* projectName.txt : This file will have the project name as its content.</br>* .mesh File : Spatial information of Nodes and Irregular Meshes (TINs)</br>* .att File : Attribute defining different classes an element belongs to</br>* .soil File : Soil properties</br>* .geol : Geologic properties</br>* .lc file : Vegetation parameters of different land cover types</br>* .riv file : Spatial, geometry and material information of river segments</br>* .forc file : All the forcing variables (forcing time-series)</br>* .ibc file : Boundary condition information for elements</br>* .para file : Control parameters (solver options; model modes; error control)</br>* .init : If initial condition input is through a file</br>* .calib : Calibration parameters and process controlsib : Calibration parameters and process controls)
  • Model:GSFLOW  + (PRMS: http://wwwbrr.cr.usgs.gov/projects/SW_MoWS/software/oui_and_mms_s/prms.shtml MODFLOW http://water.usgs.gov/nrp/gwsoftware/modflow2005/modflow2005.html)
  • Model:Drainage Density  + (Parameters ---------- grid : ModelParameters</br> ----------</br> grid : ModelGrid</br> channel__mask : Array that holds 1's where</br> channels exist and 0's elsewhere</br> area_coefficient : coefficient to multiply drainage area by,</br> for calculating channelization threshold</br> slope_coefficient : coefficient to multiply slope by,</br> for calculating channelization threshold</br> area_exponent : exponent to raise drainage area to,</br> for calculating channelization threshold</br> slope_exponent : exponent to raise slope to,</br> for calculating channelization threshold</br> channelization_threshold : threshold value above</br> which channels existd value above which channels exist)