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A list of all pages that have property "Describe input parameters model" with value "Excel files. See User's Guide and Moore et al., 2010". Since there have been only a few results, also nearby values are displayed.

Showing below up to 26 results starting with #1.

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List of results

  • Model:River Erosion Model  + (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))
  • Model:MCPM  + (Cross section width Channel length Tidal rCross section width</br>Channel length</br>Tidal range</br>Mud erodability</br>Mud critical shear stress</br>Settling velocity</br>Creep coefficient for unvegetated mud</br>Creep coefficient for vegetated mud (marsh)</br>Boundary suspended sediment concentration (during flood)</br>Maximum vegetation biomass</br>Minimum elevation for vegetation growth</br>Maximum elevation for vegetation growth</br>Parameters for organic sediment production</br>Rate of relative sea level riseproduction Rate of relative sea level rise)
  • Model:LOGDIST  + (Cross-sectional average flow velocity and water depth)
  • Model:SBM  + (Currently set up to modify the initial conditions (run time, wave height, current velocity, current dir., etc.) from within the source code.)
  • Model:CAESAR Lisflood  + (DEM)
  • Model:Caesar  + (DEM as ascii grid (output from arcGIS), Rainfall data as a space separated ascii file (straightforward list), Inputs of water/sediment in an ascii file. Other single value parameter inputs for grainsize, flow parameters, slope processes etc..)
  • Model:HexWatershed  + (DEM raster and Hexagon shapefile, stream segment threshold)
  • Model:FACET  + (DEM, National Hydrography Dataset Plus High Resolution)
  • Model:GSSHA  + (DEM, land-use/land-cover, stream channels,DEM, land-use/land-cover, stream channels, precipitation, soils, aquifer maps. These index maps are used to classify catchment parameters related to overland/channel flow, soil/aquifer hydraulic properties, soil erodibility, contaminant loadings, etc. Model setup is greatly enhanced by the use of the US Dept. of Defense Watershed Modeling System (WMS), which serves as an interface between GSSHA and Arc/Infoas an interface between GSSHA and Arc/Info)
  • Model:GSFLOW-GRASS  + (DEM, rainfall, temperature)
  • Model:Non Local Means Filtering  + (DEM: A DEM in *.flt binary format (as geneDEM: A DEM in *.flt binary format (as generated by ARC GIS)</br>Search Window Radius: The distance around the centre cell in which to evaluate the means (in pixels).</br>Similarity Window Radius: The distance around neighbouring cells over which to calculate means (in pixels).</br>Degree of filtering: The weighting for the gaussian kernel controlling the strength of filtering and therefore the decay of weights as a function of distance from the centre of the kernel.of distance from the centre of the kernel.)
  • Model:Lake-Permafrost with Subsidence  + (Daily average solar radiation for location (at surface).)
  • Model:WEPP  + (Daily climate input (temperatures, precipiDaily climate input (temperatures, precipitation depth, duration, Tp, Ip, wind info); slope input (distance downslope, slope at points, profile width, aspect); soil input (infiltration & erodibility parameters, soil layer depth, texture, organic matter, CEC, etc.; cropping/management input - plant growth parameters, residue decomposition parameters, tillage operation parameters, residue management parameters, dates of operations (planting, harvest, tillage, residue management, etc.); irrigation input - type of irrigation, date(s) of irrigation, application rates, etc.; channel parameters input - channel shape, width, slope, roughness, etc.; impoundment parameters input - type of impoundment (1. Drop Spillway 2. Perforated Riser 3. Culvert 4. Emergency Spillway or Open Channel 5. Rock Fill Check Dam 6. Filter Fence / Straw Bales / Trash Barriers 7. User Specified Stage-Discharge Relationship, parameter inputs specific to each impoundment type; watershed structure file - describes how all hillslopes, channels, and impoundments in a watershed are linked.s, and impoundments in a watershed are linked.)
  • Model:DR3M  + (Daily precipitation, daily evapotranspiratDaily precipitation, daily evapotranspiration, and short-interval precipitation are required. Short-interval discharge is required for the optimization option and to calibrate the model. These time series are read from a WDM file. Roughness and hydraulics parameters and sub-catchment areas are required to define the basin. Six parameters are required to calculate infiltration and soil-moisture accounting. Up to three rainfall stations may be used. Two soil types may be defined. A total of 99 flow planes, channels, pipes, reservoirs, and junctions may be used to define the basin.junctions may be used to define the basin.)
  • Model:HSPF  + (Data needs for HSPF can be extensive. HSPData needs for HSPF can be extensive. HSPF is a continuous simulation</br>program and requires continuous data to drive the simulations. At a minimum,</br>continuous rainfall records are required to drive the runoff model and</br>additional records of evapotranspiration, temperature, and solar intensity</br>are desirable. A large number of model parameters can be specified although</br>default values are provided where reasonable values are available. HSPF is</br>a general-purpose program and special attention has been paid to cases where</br>input parameters are omitted. In addition, option flags allow bypassing of</br>whole sections of the program where data are not available. the program where data are not available.)
  • Model:The TELEMAC system  + (Data that are used for TELEMAC model runs Data that are used for TELEMAC model runs are:</br>a. Initial condition: A ‘CONSTANT ELEVATION’ is prescribed throughout the model. This initializes the free surface elevation at a constant value supplied by the keyword “INTIAL ELEVATION''.</br>b. Bathymetry.</br>c. Wind Data.</br>d. Tide Data</br>other parameters are given according to the modules are usedre given according to the modules are used)
  • Model:SISV  + (Described in text files usr_input.txt and usr_IC.txt. Used to specify flow parameters (Re, Vs, ...), geometrical parameters (Lx, Ly, ...) and solver parameters (Nx, Ny))
  • Model:GEOMBEST-Plus  + (Description: ''Note: See also the GEOMBESTDescription:</br>''Note: See also the GEOMBEST+ Users Guide'', section 6<br></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.” Quasi-3D simulations require additional files with sequential numbers. For example a simulation involving 3 tracts within a littoral cell also requires a “run2” and “run3” file as well as a “tract2” and “tract3” file. These files must conform to the strict format outlined in the following sections. If you are running multiple simulations of the same tract, you can use the multiple input and output files to keep track of your simulations. 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. We suggest noting the changes made in each simulation in a readme file and then moving this file, as well as the input and output folders for each simulation, to a unique folder having an identifying name. Our convention, for example, has been to name each run with using the date and run number on that date as the identifier, e.g., the first simulation run on February 20, 2010 would be titled 02_20_10_01and would be placed in a folder having this name.</br></br>'''6.1: “erosionresponse” file'''<br></br>'''6.2: “accretionresponse” file'''<br></br>'''6.3: “run#” file'''<br></br>'''6.4: “tract#” file'''t;br> '''6.3: “run#” file'''<br> '''6.4: “tract#” file''')
  • Model:TauDEM  + (Digital elevation model)
  • Model:OTTAR  + (Discharge, channel properties)
  • Model:Kirwan marsh model  + (Does not require any input data, but if desired, model can run from files describing sea level and/or the elevations of an existing marsh.)
  • Model:CellularFanDelta  + (Domain dimensions and cell size (regular 2Domain dimensions and cell size (regular 2D grid). Initial condition.</br></br>Locations and rates of sediment and water influxes. Subsidence pattern and rate. Sea level curve. (Presently all boundary conditions are constant, but could vary in space and time in future versions)vary in space and time in future versions))
  • Model:BRaKE  + (Domain size/length/spacing, time to run, tDomain size/length/spacing, time to run, timestep, hillslope response timescale, baselevel lowering rate, bed erodibility, block erodibility, bed critical shear stress, block critical shear stress, block delivery coefficient, initial block size, roughness length scale, channel width, mean discharge, discharge variability, and data recording time interval.ability, and data recording time interval.)
  • Model:HydroTrend  + (Drainage basin properties (river networks, hypsometry, relief, reservoirs). biophysical parameters (temperature, precipitation, evapo-transpiration, and glacier characteristics).)
  • Model:SFINCS  + (Elevation file and a mask file designating boundary cells, active cells, and inactive cells)
  • Model:GEOMBEST  + (Excel files. See User's Guide and Moore et al., 2010)
  • Model:1DBreachingTurbidityCurrent  + (Excel sheet. User can change initial geomeExcel sheet. User can change initial geometry data (slope at top of breach, initial height of breach face, initial bed slope in quasi-horizontal region, initial location of breach face, initial length of quasi-horizontal region); sediment grain size distribution; sediment properties (bed porosity, breach porosity, bed friction coefficient, wall friction coefficient, submerged specific gravity); and time evolution (time step, number of time steps, initial number of nodes in horizontal, print interval, calculation time).zontal, print interval, calculation time).)
  • Model:SVELA  + (Flow velocity, friction slope, hydraulic radius, and bed roughness)
  • Model:WRF-Hydro  + (For a complete explanation of input parameFor a complete explanation of input parameters please see the WRF-Hydro Technical Description https://ral.ucar.edu/projects/wrf_hydro/technical-description-user-guide</br>WRF-Hydro requires a number of input files describing the model domain, parameters, initial</br>conditions, hydrologic routing, and when run in a standalone configuration, meteorological forcing files.nfiguration, meteorological forcing files.)
  • Model:DLBRM  + (For every cell in the watershed grid, dailFor every cell in the watershed grid, daily precipitation and air temperature, solar isolation, elevation, slope, flow direction, land use, depths (cm) of USZ (Upper Soil Zone) and LSZ (Lower Soil Zone), available water capacity (%) of USZ and LSZ, soil texture, permeability (cm/h) of USZ and LSZ, Manning's coefficient values, and daily flows (Changsheng He and Thomas E. Croley II, 2007).ngsheng He and Thomas E. Croley II, 2007).)
  • Model:TopoFlow-Diversions  + (For sources and sinks, the following inforFor sources and sinks, the following information must be provided, each on its own line:</br> ID (source pixel ID as long integer; calendar index)</br> nd (number of durations and flow rates)</br> durations (vector of durations in minutes)</br> flow rates (vector of discharges in m^3/sec)</br></br>For canals, the following information must be provided, again with each entry on a separate line in the text file:</br> ID1 (start pixel ID as long integer; calendar index)</br> ID2 (end pixel ID as long integer; calendar index)</br> time (travel time between ID1 and ID2, in minutes)</br> nd (number of durations and flow rates)</br> durations (vector of durations in minutes)</br> flow rates (vector of discharges in m^3/sec)</br></br>Canals are currently assumed to be lossless, so that the flow rates at the two ends are identical, but lagged by the travel time. </br>The behavior of this component is controlled with a configuration (CFG) file, which may point to other files that contain input data. Here is a sample configuration (CFG) file for this component: </br> Method code: 0</br> Method name: Standard</br> Use sources: 0 Treynor_sources.txt (N/A)</br> Use sinks: 0 Treynor_sinks.txt (N/A)</br> Use canals: 0 Treynor_canals.txt (N/A) Treynor_canals.txt (N/A))
  • Model:WACCM-EE  + (GCM initial conditions files (netcdf) files describe initial state of atmosphere up ~km 140)
  • Model:TopoToolbox  + (GeoTiff, ESRI ASCII digital elevation model)
  • Model:LateralVerticalIncision  + (Geometric parameters of river reach and erosion capacity.)
  • Model:DeltaClassification  + (Geometric parameters on delta shapes derivGeometric parameters on delta shapes derived from satellite data. </br>To run this code, the following shape files are required:</br></br>• network shapefile, containing the river network extracted from satellite imagery</br>• island shapefile, containing the land masses or islands of the delta</br>• patch shapefile, containing the outline of channelspefile, containing the outline of channels)
  • Model:Pllcart3d  + (Geometrical parameters: Nx, Ny, Nz, X1, X2, Y1, Y2, Z1, Z2; Flow parameters: Reynolds, Peclet, Viscosity Ratio; Flags: resume simulation, add wave perturbation.)
  • Model:LOADEST  + (Given a time series of streamflow, additional data variables, and constituent concentration, LOADEST assists the user in developing a regression model for the estimation of constituent load (calibration).)
  • Model:VIC  + (Global Parameter File user_def.h File Meteorological Forcing Files Soil Parameter File Vegetation Library File Vegetation Parameter File (Optional) Initial State File (Optional) Elevation Band File (Optional) Lake/Wetland Parameter File)
  • Model:SETTLE  + (Grain size and density)
  • Model:GroundwaterDupuitPercolator  + (Gridded elevation, aquifer base elevation. Hydraulic conductivity, porosity, recharge.)
  • Model:Bedrock Fault Scarp  + (HILLSLOPE_LENGTH: length of hillslope, in HILLSLOPE_LENGTH: length of hillslope, in meters</br>NUMBER_OF_NODES: number of model nodes (initially)</br>EROSION_RATE: slope-normal erosion rate in m/yr</br>THRESHOLD_SLOPE: threshold slope angle (m/m)</br>THROW_RATE: fault throw rate, meters per year</br>FAULT_DIP: fault dip angle, degrees</br>SEISMIC_INTERVAL: Time interval between earthquakes, in years</br>RUN_DURATION: duration of run in years</br>DT: time step duration in years</br>OPT_ERO_VAR: option for time variation in erosion rate</br>AMPLITUDE: amplitude of sinusoidal variation (m/yr)</br>PERIOD: period of sinusoidal variation (yr)</br>PHASE: phase offset for sinusoidal variation (degrees)</br>DEL18O_FILENAME: name of file containing oxygen isotope curve</br>DEL18O_POWER: exponent</br>MIN_ERORATE:</br>OPT_PLOT: option for plotting</br>OPT_EPS_PLOT: option for output to .eps file</br>PLOT_INTERVAL: time interval for plotting, in yearsRVAL: time interval for plotting, in years)
  • Model:Zscape  + (INTEGER NXPROB INTEGER TIMESTEPS double prINTEGER NXPROB</br>INTEGER TIMESTEPS</br>double precision DIFFUSION</br>double precision DELX,DELT</br>* PARAMETER (NXPROB=1000), c dimension of problem grid</br>* PARAMETER (TIMESTEPS=50000), c number of time steps</br>* PARAMETER (DIFFUSION=1d-3), c metres/year - a very high diffusion value</br>* PARAMETER (DELX=0.1d0), c grid spacing in metres</br>* PARAMETER (DELT=1d0), c time step in yearsPARAMETER (DELT=1d0), c time step in years)
  • Model:SNAC  + (In XML format, the following groups of parIn XML format, the following groups of parameters are specified:</br></br>simulation control group: total model time, time step, damping, etc.</br>plugins: elasticity, viscoelasticity, temperature solver, etc.</br>domain description group: domain size, element numbers, etc.</br>initial and boundary conditions groupetc. initial and boundary conditions group)
  • Model:CoastMorpho2D  + (Initial bathymetry Boundary conditions Time series of waves, wind, storm surges Various hydrodynamics and sedimentary parameters)
  • Model:SBEACH  + (Initial beach profiles, time series of storm wave heights, periods, and storm water levels)
  • Model:CMFT  + (Initial bottom configuration, wind and tide characteristics, sea level rise rate, water column sediment concentration at the boundary.)
  • Model:Shoreline  + (Initial coastline curve (array of xy pairs), depth of closure, a time series of wind speeds and angles, sediment grainsize, coastal bluff heights, a variety of configuration flags)
  • Model:MarshMorpho2D  + (Initial elevation (z) grid with cell type (A))
  • 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)