Search results

water, sediment and agricultural chemical yields in large complex watersheds with varying soils, land use and management coditions over long periods of time

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

MODFLOW, which is called MODFLOW-2000 in order to distinguish it from earlier versions. MODFLOW-2000 simulates steady and nonsteady flow in an irregularly

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

and drying of grid points. Propagation of a wave spectrum can be solved using regular (rectilinear or curvilinear) and unstructured (triangular) grids

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

present tuning in SWAN (the default settings, see command TRIAD) seems to work reasonably in many cases but it has been obtained from observations in a narrow

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

All the state model variables are dynamically allocated and passed as arguments to the computational routines via de-referenced pointer structures. Typical

Describe available calibration data sets Testing described in various papers (see web page) Upload calibration data sets if available: Describe available

more than two decades of community collaboration in building a sea ice model suitable for multiple uses including process studies, operational forecasting

aqueous model, and the SIT (Specific ion Interaction Theory) aqueous model. Using any of these aqueous models, PHREEQC has capabilities for (1) speciation

Option: In this option a large number of runs of the model can be made using uniform random samples of the parameters chosen for inclusion in the analysis

tool for use in the field of free-surface flows. Extended model description The TELEMAC system is a powerful integrated modeling tool for use in the field

constraints Long-term water balance can be simulated (using a daily time step), as can individual flood events (using hourly time intervals, or even smaller). The

Salinity at All Nodes in the Model Grid (fort.44) 3D Velocity at All Nodes in the Model Grid (fort.45) 3D Turbulence at All Nodes in the Model Grid (fort

period) are stored in files specific to that grid cell Routing of stream flow is performed separately from the land surface simulation, using a separate model

preseented using generalized terrain-following coordinates. The General Ocean Turbulent Model (GOTM) developed by Burchard’s research group in Germany (Burchard

2-D programs and funwave1d.data for 1-D programs. With the use of intrinsic function NAMELIST in the program, variable name and its corresponding data can

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

employing fluid isomorphisms, one hydrodynamical kernel can be used to simulate flow in both the atmosphere and ocean.

Describe pre-processing software Note that many input files are created using GIS and advanced skills are required. Post-processing software needed? No

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

gov/ceam/hydrological-simulation-program-fortran-hspf Edit Model information Template:HSPF autokeywords

the drainage system reduction in constituent concentration through treatment in storage units or by natural processes in pipes and channels Output format

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

computations are programmed in Fortran 90. Excel is used as the graphical user interface. All interface operations are programmed in the Microsoft Office macro

grid-based routing in DHSVM is the ability to route w ater between arbitrarily shaped surface elements. This allows greater flexibility in defining surface

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

information OTIS can also be built from source on macOS using gfortran. Here are the steps. Edit the makefiles in the otis, otis-p, share, and starpac directories

Aerosol Evolution and Role on Climate Forcing Using the GISS ModelE2.1 Contribution to CMIP6. Journal of Advances in Modeling Earth Systems, 12, . 10.1029/2019MS001978

Flow depths calculated using version of mannings implemented across a cellular grid using a scanning algorithm. Sediment tranport using either Einstein or

nutrient concentrations in the landscape at the catchment scale. Its spatial division is related to catchments and sub-catchments, land use or land cover, soil

originally developed by Eric Larour, Mathieu Morlighem, and Helene Seroussi in 2005. The development team and number of users has grown significantly since

maintains implementations of WOFOST in Fortran, python and java. However, there are currently 14 known implementations of WOFOST in a variety of programming languages

can be used for all cases, by using allocatable arrays and cases defined via a single configuration file pointing to input data in files typically in the

correct (pit removed) DEMs using the flooding approach •Calculates flow paths (directions) and slopes •Calculates contributing area using single and multiple

gridded land use and land cover change (LULCC) products derived directly from an IAM—in this case, the Global Change Assessment Model (GCAM)—in a variety

inappropriate to use for calculating sea level rise effects but serve as data in areas where more precise data are not available ( in this case the elevation

approach. Land systems are socio-ecological systems that reflect land use in a spatial unit in terms of land cover composition, spatial configuration, and the

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

"Code IRF or not" property. WMT component Not yet"Not yet" is not in the list (Yes, In progress, No but possible, No not possible) of allowed values for

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

the architecture is typically 1-25 cm in the vertical, and 10-100 m in the horizontal when operating in 2D-mode. In 3D-mode, the ....

differential equations (PDE), we first discretize in space via the finite volume method. This results in a system of ordinary differential equations (ODE)

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

constituent loads in streams and rivers Extended model description LOAD ESTimator (LOADEST) is a FORTRAN program for estimating constituent loads in streams and

developed by David Tarboton's research group, first in 1994, and updated over the years. The model uses a lumped representation of the snowpack and keeps

steady-state aggradation of a sand-bed river in response to sea level rise at a constant rate, as outlined in Chapter 25 of the e-book.

for evolution of profiles of fans in subsiding basins Extended model description Calculation of Sediment Deposition in a Fan-Shaped Basin, undergoing Piston-Style

computing bedload transport in gravel rivers over time. Extended model description Acronym1D is an add on to Acronym1R in that it adds a flow duration

View in CSDMS GitHub repository DOI Download BackwaterWrightParker version: 1.0 Doi: 10.1594/IEDA/100093 Model citations QR-code Link to this page Other

Source code View in CSDMS GitHub repository DOI Download Acronym1 version: 0.1 Doi: 10.1594/IEDA/100078 Model citations QR-code Link to this page Other models

code View in CSDMS GitHub repository DOI Download Acronym1R version: 0.1 Doi: 10.1594/IEDA/100079 Model citations QR-code Link to this page Other models

code View in CSDMS GitHub repository DOI Download FallVelocity version: 1.0 Doi: 10.1594/IEDA/100117 Model citations QR-code Link to this page Other models

code View in CSDMS GitHub repository DOI Download GSDCalculator version: 1.0 Doi: 10.1594/IEDA/100134 Model citations QR-code Link to this page Other models

code View in CSDMS GitHub repository DOI Download WPHydResAMBL version: 1.0 Doi: 10.1594/IEDA/100182 Model citations QR-code Link to this page Other models

code View in CSDMS GitHub repository DOI Download DepDistTotLoadCalc version: 1.0 Doi: 10.1594/IEDA/100110 Model citations QR-code Link to this page Other

View in CSDMS GitHub repository DOI Download RouseVanoniEquilibrium version: 1.0 Doi: 10.1594/IEDA/100157 Model citations QR-code Link to this page Other

View in CSDMS GitHub repository DOI Download AgDegNormalGravMixHyd version: 0.1 Doi: 10.1594/IEDA/100083 Model citations QR-code Link to this page Other

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

representation of soil moisture storage capacity (using a variable infiltration curve) and runoff generation processes (using linear reservoirs). The CREST model was

program for backwater calculations in open channel flow Extended model description Program for backwater calculations in open channel flow

calculator for evolution of upward-concave bed profiles in rivers carrying sediment mixtures in subsiding basins. Extended model description This program

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

soil zone. PRMS is used to simulate hydrologic responses in the first region and MODFLOW-2005 is used to simulate hydrologic processes in the second and third

degradation of a river reach using the normal flow approximation. Extended model description This workbook computes 1D bed variation in rivers due to differential

degradation of a river reach using a backwater formulation. Extended model description This program computes 1D bed variation in rivers due to differential

to calculate the evolution of upward-concave bed profiles in rivers carrying uniform sediment in subsiding basins. Extended model description This workbook

E-book: Calculator for evolution of long profile of a river ending in a 1D migrating delta, using the normal flow approximation. Extended model description Calculator

E-book: Calculator for evolution of long profile of a river ending in a 1D migrating delta, using a backwater formulation. Extended model description Calculator

View in CSDMS GitHub repository DOI Download SuspSedDensityStrat version: 1.0 Doi: 10.1594/IEDA/100172 Model citations QR-code Link to this page Other

code View in CSDMS GitHub repository DOI Download RecircFeed version: 1.0 Doi: 10.1594/IEDA/100155 Model citations QR-code Link to this page Other models

Terrestrial, Hydrology One-line model description Read note in extended description. Simulates Oscillations in arid alluvial channels Extended model description

snow and soil model (Snowpack) using the assumption that lateral exchange is small in these media. The model can be used to force a distributed catchment

material in each size-density fraction, Initial boundary condition (clear water inflow / equilibrium condition / well or not erosion or diposition in the dead

code View in CSDMS GitHub repository DOI Download MFDrouting version: 0.1 Doi: 10.1594/IEDA/100145 Model citations QR-code Link to this page Other models

Terrestrial One-line model description Read note in extended description. Filling in pits and flats in a DEM Extended model description This module code

Source code View in CSDMS GitHub repository DOI Download WAVEREF version: 0.1 Doi: 10.1594/IEDA/100177 Model citations QR-code Link to this page Other models

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

occur in a specified fraction of time during which the river is in flood, specified by an intermittency. A Manning-Strickler formulation is used for bed

transport of sand is used. If grain size D >= 2 mm the Parker (1979) bedload transport formulation for gravel is used. The flow is computed using the normal flow

reach responds to change. In computing bed level change on the alluvial reach, the normal (steady, uniform) flow approximation is used. Base level is maintained

heat flow numerical model.The model uses fine vertical resolution grid which preserves the latent-heat effects in the phase transition zone, even under

One-line model description Read note in extended description. Modeling the development of topographic steady state in the stream-power model Extended model

code View in CSDMS GitHub repository DOI Download LavaFlow2D version: 0.1 Doi: 10.1594/IEDA/100140 Model citations QR-code Link to this page Other models

Source code View in CSDMS GitHub repository DOI Download Iceages version: 0.1 Doi: 10.1594/IEDA/100137 Model citations QR-code Link to this page Other models

View in CSDMS GitHub repository DOI Download MFDrouting-Successive version: 0.1 Doi: 10.1594/IEDA/100146 Model citations QR-code Link to this page Other

code View in CSDMS GitHub repository DOI Download Coupled1D version: 0.1 Doi: 10.1594/IEDA/100104 Model citations QR-code Link to this page Other models

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

each cell over time by solving the shallow water wave governing equation using a finite-volume method. ANUGA also incorporates a mesh generator that allows

domain Terrestrial One-line model description Read note in extended description. Fourier filtering in 2D while solving the flexure equation Extended model

domain Terrestrial One-line model description Read note in extended description. Fourier filtering in 1D while solving the flexure equation Extended model

code View in CSDMS GitHub repository DOI Download FractionalNoises2D version: 0.1 Doi: 10.1594/IEDA/100126 Model citations QR-code Link to this page Other

Source code View in CSDMS GitHub repository DOI Download ADI-2D version: 0.1 Doi: 10.1594/IEDA/100080 Model citations QR-code Link to this page Other models

code View in CSDMS GitHub repository DOI Download FTCS1D-NonLinear version: 0.1 Doi: 10.1594/IEDA/100127 Model citations QR-code Link to this page Other models

code View in CSDMS GitHub repository DOI Download FractionalNoises1D version: 0.1 Doi: 10.1594/IEDA/100125 Model citations QR-code Link to this page Other

code View in CSDMS GitHub repository DOI Download Spirals1D version: 0.1 Doi: 10.1594/IEDA/100164 Model citations QR-code Link to this page Other models

Source code View in CSDMS GitHub repository DOI Download FTCS2D version: 0.1 Doi: 10.1594/IEDA/100128 Model citations QR-code Link to this page Other models

View in CSDMS GitHub repository DOI Download FTCS2D-TerraceDiffusion version: 0.1 Doi: 10.1594/IEDA/100129 Model citations QR-code Link to this page Other

Source code View in CSDMS GitHub repository DOI Download STVENANT version: 0.1 Doi: 10.1594/IEDA/100168 Model citations QR-code Link to this page Other models

evolution models and was first developed by Prof Garry Willgoose at MIT, Boston in 1989. Since that time it has been extensively reworked, developed and extended

to describe the spatial patterns in water quality and the factors that affect it. SPARROW models are developed using mass balance constraints to quantify

of hydrological functioning; generalized loss of nutrients in soils and groundwater; loss in rivers, reservoirs, and through consumptive water withdrawals

operates in tidal time. Variable horizontal and vertical resolution are facilitated by the use of unstructured meshes of linear triangles in the horizontal

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

code View in CSDMS GitHub repository DOI Download Eolian Dune Model version: 0.1 Doi: 10.1594/IEDA/100115 Model citations QR-code Link to this page Other models

geometry of (almost) any glacier in the world in a fully automated and extensible workflow. Publicly available data is used for calibration and validation

Source code View in CSDMS GitHub repository DOI Download YANGs version: 0.1 Doi: 10.1594/IEDA/100184 Model citations QR-code Link to this page Other models

Source code View in CSDMS GitHub repository DOI Download FLDTA version: 0.1 Doi: 10.1594/IEDA/100119 Model citations QR-code Link to this page Other models

Source code View in CSDMS GitHub repository DOI Download STORM version: 0.1 Doi: 10.1594/IEDA/100166 Model citations QR-code Link to this page Other models

gravel content only, in the case of the Parker (1990) relation. In the case of the Wilcock-Crowe (2003) relation, the sand is retained in the computation.

code View in CSDMS GitHub repository DOI Download Flex2D-ADI version: 0.1 Doi: 10.1594/IEDA/100121 Model citations QR-code Link to this page Other models

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

including MOM5). Most notably, it uses the Arbitrary-Lagrangian-Eulerian (ALE) algorithm in the vertical direction to allow the use of any vertical coordinate

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

domain Terrestrial One-line model description Read note in extended description. Knickpoint propagation in the 2D sediment-flux-driven bedrock erosion model

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

the surface. Typically, a minimum of four soil layers are used in a 2-meter soil column used in WRF-Hydro but this is not a strict requirement. Additional

info Authors Kevin Furlong Source code View in CSDMS GitHub repository Model citations QR-code Link to this page Other models by author LITHFLEX1 LITHFLEX2

info Authors Kevin Furlong Source code View in CSDMS GitHub repository Model citations QR-code Link to this page Other models by author LITHFLEX1 LITHFLEX2

inputs is implemented in order to be able to return surface temperature. The model GEOtop simulates the complete hydrological balance in a continuous way,

calibration data::Validation was done using several fields experiment (see publications on http://poc.obs-mip.fr/pages/research_topics/modelling/symphonie/symphonie

for entrainment of the median size of each size-density fraction of a bed using Yalin and Karahan formulation, assuming no hiding

transport is assumed to take place when the river is in flood. Gravel transport is computed using the Parker (1979) approximation of the Einstein (1950)

sedimentation in a 2D turbulent plane jet and resulting delta growth Extended model description Simulates circulation and sedimentation in a 2D turbulent

Starting node number of the computation field in the jth row, Ending node number of the computation field in the jth row. Input format ASCII Other input

Source code View in CSDMS GitHub repository DOI Download SUSP version: 0.1 Doi: 10.1594/IEDA/100171 Model citations QR-code Link to this page Other models

Source code View in CSDMS GitHub repository DOI Download LOGDIST version: 0.1 Doi: 10.1594/IEDA/100142 Model citations QR-code Link to this page Other models

Source code View in CSDMS GitHub repository DOI Download TURB version: 0.1 Doi: 10.1594/IEDA/100176 Model citations QR-code Link to this page Other models

Source code View in CSDMS GitHub repository DOI Download SVELA version: 0.1 Doi: 10.1594/IEDA/100173 Model citations QR-code Link to this page Other models

Source code View in CSDMS GitHub repository DOI Download SETTLE version: 0.1 Doi: 10.1594/IEDA/100162 Model citations QR-code Link to this page Other models

numerical solution of the shallow water equations in spherical geometry. The shallow water equations are used as a kernel for both oceanic and atmospheric general

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

Source code View in CSDMS GitHub repository DOI Download LONGPRO version: 0.1 Doi: 10.1594/IEDA/100143 Model citations QR-code Link to this page Other models

(horizontal + vertical displacements) and climatic forces which can be used to simulate changes in base level, as well as effects of climate changes or sea-level

information CHILD was originally developed in 1997 by Nicole Gasparini, Stephen Lancaster, and Greg Tucker, in a research group directed by Rafael Bras at

distribution and then calculates the critical shear stress of the ith, jth fraction using a hiding function

Source code View in CSDMS GitHub repository DOI Download BEDLOAD version: 0.1 Doi: 10.1594/IEDA/100094 Model citations QR-code Link to this page Other models

current state of its soil and snow layers in ".sno" files; the current state of its hazard relevant data in ".haz" files; a time serie of snow profiles;

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

indirect (through changes in fire regime) effects of climate on the expansion rate, species composition, and extent of treeline in Alaska (Rupp et al. 2000b

sediment deposit is a user-input parameter. The bedload transport relation used in the calculation is that of Ashida and Michiue (1972). The formulation for

landscape evolution model. The newest version (3.0) is written in Python and contains html help pages when running the program through the CSDMS Modeling Tool

description LinearDiffuser is a Landlab component that models soil creep using an explicit finite-volume solution to a 2D diffusion equation.

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

two-dimensional terrain by solving equations for ice flux and mass conservation using explicit methods. A number of other authors have employed one- and two-dimensional

Source code View in CSDMS GitHub repository DOI Download GOLEM version: 5:14 Doi: 10.1594/IEDA/100132 Model citations QR-code Link to this page Other models

repository page for terrainbento. The 1.0 version is described in Barnhart et al. (2019) and the api documentation is available on our ReadTheDocs page. If you

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Describe pre-processing software In cases where the standard required the use of a non-typical format (as in the use of the machine-independent binary

pathways in digital elevation models. The major aim of TopoToolbox is to offer stable and efficient analytical GIS utilities in a non-GIS environment in order

of ground temperatures in permafrost environments. Extended model description The model calculates the surface energy balance in order to represent energy

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

testbed that solves the nonlinear shallow water equations on a rotating sphere using the spectral transform method. It is a parallel implementation of STSWM to

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

wind, daily minimum and maximum temperature. Built-in functions allow trading input variables (e.g. use cloud cover instead of solar radiation). Input format

Edit Model information See also Model:Frost Model, another model in the Permamodel project.

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Edit Model information See also Model:Kudryavtsev_Model, another model in the Permamodel project.

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

test data sets: Treynor watershed, in the Nishnabotna River basin, Iowa, USA. (Two large rainfall events.) Small basin in Kentucky. Inclined plane for testing

Foam). In this approach the sediment phase is modeled as a continuum, and constitutive laws have to be prescribed for the sediment stresses. In the proposed

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Balance/Transport Model Extended model description Gridded water balance model using climate input forcings that calculate surface and subsurface runoff and ground

Hydrology One-line model description Component simulating overland flow using a 2-D numerical approximation of the shallow-water equations following the

code View in CSDMS GitHub repository DOI Download GEOMBEST version: 1.1 Doi: 10.5281/zenodo.16576 Model citations QR-code Link to this page Other models

relative humidity (unitless) (in (0,1)) albedo = surface albedo (unitless) (in (0,1)) dust att. = dust attenuation factor (unitless) (in (0,1)) factor = cloud

uplift Eustatic oscillations Water depth dependent in-situ carbonate production Spatial variations in sediment production rate Depth dependent sediment

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

Hydrological system analysis and modelling of the Kara River basin (West Africa) using a lumped metric conceptual model. Hydrological Sciences Journal, 62, 1094–1113

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

equation is used in the calculations of infiltration and pervious area rainfall excess. A Rosenbrock optimization procedure may be used to aid in calibrating

"Code IRF or not" property. WMT component Not yet"Not yet" is not in the list (Yes, In progress, No but possible, No not possible) of allowed values for

Arid_slope Bedrock: (download these 2 files and place Resist.in in the bedrock folder) Bedrock Resist.in Callisto Coastal Critical_shear_stress Deep_seepage Eolian

visualization software. Grid sequences saved in netCDF files can be viewed as animations and saved as movies using VisIt. Visualization software needed? Yes

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Wendell S.; 2002. Role of convection in winter mixed layer formation in the Gulf of Maine, February 1987: ROLE OF CONVECTION IN WINTER MIXED LAYER. Journal of

applications to ecosystem and human health in the bay. Model validation is based on bay wide satellite remote sensing, real-time in situ measurements and historical

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

visualization software. Grid sequences saved in netCDF files can be viewed as animations and saved as movies using VisIt. Visualization software needed? Yes

visualization software. Grid sequences saved in netCDF files can be viewed as animations and saved as movies using VisIt. Visualization software needed? Yes

D.A.; 1993. Predicting water yield from a mountain ash forest catchment using a terrain analysis based catchment model. Journal of Hydrology, 150, 665–700

optional. default = 2 number of terms in the Taylor expansion. Two terms (default) gives the behavior described in Ganti et al. (2012). Input format ASCII

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

View in CSDMS GitHub repository DOI Download ModelParameterDictionary version: 0.1 Doi: 10.1594/IEDA/100148 Model citations QR-code Link to this page Other

CSDMS, for conducting benchmarking studies of permafrost models. The PBS home page is located at https://permamodel.github.io/pbs. It contains links for registration

Source code View in CSDMS GitHub repository DOI Download MARM5D version: 1.0 Doi: 10.5281/zenodo.258080 Model citations QR-code Link to this page Other models

performance on clusters of workstations and massively parallel machines using the PVM message passing library.

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

lithologies; weathering and transport of discrete rock blocks; transport of soil using linear diffusion; boundary incision Describe key physical parameters and

velocity). The travel-distance factor is different in the fluvial and marine domains, which results in a sharp increase of the settling rate at the river

ID1 and ID2, in minutes) nd (number of durations and flow rates) durations (vector of durations in minutes) flow rates (vector of discharges in m^3/sec) Canals

evolution in the presence of large blocks of rock on hillslopes and in channels. Extended model description Blocklab treats landscape evolution in landscapes

centerline - measure and map changes (in width, migration areas or rates, centerline elongation, accreted/eroded areas) in space and time

cells in the top layer, and the percent of coarse material in those top cells. Furthermore, there is output for the percent coarse of every cell in the domain

visualization software. Grid sequences saved in netCDF files can be viewed as animations and saved as movies using VisIt. Visualization software needed? Yes

flow reconstruction in a fluvial channel Extended model description Matlab® code for paleo-hydrological flood flow reconstruction in a fluvial channel:

information Development of the model began in 2005 as an Excel Visual Basic programme. Conversion to Matlab started in 2008. Downloadable version here is still

for simulating aeolian sediment transport in situations where supply-limiting factors are important, like in coastal environments. Extended model description

Terrain analysis. One equation is the resolution of a hexagon can be estimated using its area instead of edge length. Describe length scale and resolution constraints

erosion Soil creep Organic sediment production Increase in effective settling due to vegetation Increase in drag due to vegetation Describe key physical parameters

fluvial dominated deltaic systems in two dimensions, based on simple approximations of erosion and deposition. The model is called DELTASIM, and was initially

climate-based approaches. The programs are developed in C for Linux platforms, graphic output is produced using GMT scripts, and standard PCs match the CPU and

visualization software. Grid sequences saved in netCDF files can be viewed as animations and saved as movies using VisIt. Visualization software needed? Yes

visualization software. Grid sequences saved in netCDF files can be viewed as animations and saved as movies using VisIt. Visualization software needed? Yes

visualization software. Grid sequences saved in netCDF files can be viewed as animations and saved as movies using VisIt. Visualization software needed? Yes

"discharge_field". If using stochastic hydrology, determines whether component is supplied with drainage area or discharge. area_field : string or array Used if discharge_method

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Describe ideal data for testing One of the case studies in Cohen et al (2017). Flood event in Lyons, CO.

Source code View in CSDMS GitHub repository DOI Download Hyper version: 0.1 Doi: 10.1594/IEDA/100136 Model citations QR-code Link to this page Other models

code View in CSDMS GitHub repository DOI Download MarshPondModel version: 1.0 Doi: 10.5281/zenodo.4085606 Model citations QR-code Link to this page Other models

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

code View in CSDMS GitHub repository DOI Download SLEPIAN Alpha version: 1.0.0 Doi: 10.5281/zenodo.15704 Model citations QR-code Link to this page Other models

Giulio Mariotti Fagherazzi Source code View in CSDMS GitHub repository Model citations QR-code Link to this page Other models by author CMFT CoastMorpho2D

endorheic) basins and finds the equilibrium between precipitation in drainage basins and evaporation in terminal lakes. Orographic precipitation is also calculated

R.; Chao, S.-Y.; Sanford, L.P.; 2006. Using a random displacement model to simulate turbulent particle motion in a baroclinic frontal zone: A new implementation

between earthquakes, in years RUN_DURATION: duration of run in years DT: time step duration in years OPT_ERO_VAR: option for time variation in erosion rate AMPLITUDE:

description Nonlinear three dimensional simulations of miscible Hele-Shaw flows using DNS of incompressible Navier-Stokes and transport equations.

simulate hydrologic state variables in space and time while using information regarding heterogeneity in climate, land use, topography and hydrogeology. However

Terrestrial, Marine One-line model description Spectral estimation problems using spherical harmonics and spherical Slepian functions Extended model description

domain Terrestrial, Marine One-line model description Linear inverse problems using spherical harmonics and spherical Slepian functions Extended model description

code View in CSDMS GitHub repository DOI Download Point-Tidal-flat version: 0.1 Doi: 10.1594/IEDA/100153 Model citations QR-code Link to this page Other models

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

going negative.]] Input format Other input format Passed in as arguments in Landlab component call Describe output parameters Returns/updates Landlab grid

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

visualization software. Grid sequences saved in netCDF files can be viewed as animations and saved as movies using VisIt. Visualization software needed? Yes

strata and identify the most cyclical arrangement of constituent facies using an optimised transition probability matrix approach

sediment loads in Minnesota Rivers are a plausible cause of observed mussel population declines. The model and results are described in detail in the following

temperature time series at variable depths into the subsurface in deg C lake depth in m ice thickness in m Output format Other output format matlab plots and variables

of a specific land use (e.g. cropland) and global population. The equation is used to extrapolate that land use are into the future in each grid cell with

the "Blocky River and Knickpoint Evolution" model developed by Charles Shobe in collaboration with Greg Tucker and Bob Anderson at the University of Colorado

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

info Authors Jonathan Czuba Source code View in CSDMS GitHub repository Model citations QR-code Link to this page Other models by author Nitrate Network Model

= z (in m) and column 2 = salinity (in PSU) seatemp_summer.txt: summer water temperature profile: column 1 = z (in m) and column 2 = salinity (in deg C)

description Analysis of time-variable gravity from the GRACE satellite mission using spherical harmonics and spherical Slepian functions Extended model description

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Blom Chavarrias, Arkesteijn Source code View in CSDMS GitHub repository Model citations QR-code Link to this page Other models by author Elv-GST GST-extendedmodel

tectonic uplift or changes in base-level and climate effects in terms of precipitation. A full technical description is reported in Refice et al. 2011 . The

The code is build on top of PETSc and the current version of the code uses a marker-in-cell approach with a staggered finite difference discretization.

the channel bed, exist within a river cell. The river course is determined using a steepest-descent methodology, and erosion and deposition along the river

tool that researchers and students can learn to use quickly and easily, whether or not they are experts in high-performance computing. Icepack is built on

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Leave as the default in most normal use cases. soil_pore_size_distribution_index : An index describing the distribution of pore sizes in the soil, and controlling

the modeling objective. If plume is used in stand-alone mode, it runs events of a single day. If you are interested in exploring deposits of changing plumes

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

comparison (in dimensionless E* R* format; see Roering et al. 2007 or Hurst et al. 2012). Input format ASCII Other input format command line arguments Describe

observations from physical experiments. A single plain text file in the directory, called "input", provides parameters for the model. The contents of this

infiltration, interception, and runoff using the kinematic wave approximation Extended model description This model uses the Green-Ampt equation to represent

and engineering studies in permafrost terrain, and as an educational tool. CVPM implements the nonlinear heat-transfer equations in 1-D, 2-D, and 3-D cartesian

deforming elasto-visco-plastic solid in 3D. Extended model description SNAC can solve momentum and heat energy balance equations in 3D solid with complicated rheology

non-linear. Details can be found in: Luo, W., Peronja, E., Duffin, K., Stravers, A. J., 2006, Incorporating Nonlinear Rules in a Web-based Interactive Landform

channel that are soil in Pascals) lenzone (the length of channel that is bare soil in Meters) Pmmphr (Rainfall to be used for erosion in Millimeters per Hour)

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

info Authors Peter Burgess Source code View in CSDMS GitHub repository Model citations QR-code Link to this page Other models by author CarboCAT Cyclopath

capable of running Monte Carlo simulations (in parallel to reduce computational time) to quantify uncertainty in model predictions.

Source code View in CSDMS GitHub repository DOI Download FVshock version: 0.1 Doi: 10.1594/IEDA/100130 Model citations QR-code Link to this page Other models

simulating the effect of an offshore sink, in which case ongoing avulsion dynamics do not occur. Possible uses of the model include the study of avulsion

significant control on water temperature, especially in shallow rivers, and perhaps even more so in rivers in permafrost terrain. Riverbed heat flux consists

files, all in ESRI ASCII format: DEM Flow direction grid (D8) To change the input files, edit lines 19 for DEM and line 20 for Flow-direction in the source

fluid, rock, and grain aggregates that are either stationary or in a state of motion in one of the six cardinal lattice directions. Cells representing near-surface

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

for a slightly narrower channel. Using these values, erosion potential is calculated for all three scenarios (no change in width, slightly wider, slightly

grid spacing in metres PARAMETER (DELT=1d0), c time step in years Input format ASCII Other input format Describe output parameters change in topographic

laboratory experiment. Field scale application of the model can also be done using field parameters.

fluvial network in a simplified landscape undergoing both landslide erosion and more steady 'diffusive-like' erosion. Sediment mixing is allowed in the fluvial

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

formation of strike valleys, cuestas, and cliffbands in heterogeneous stratigraphy". Given the inputs in that paper it should generate the same results.

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Authors giulio mariotti Source code View in CSDMS GitHub repository Model citations QR-code Link to this page Other models by author Wetland3P

View in CSDMS GitHub repository] DOI Download DeltaRCM Vegetation version: 1.0 Doi: 10.5281/zenodo.143243 Model citations QR-code Link to this page Other

All the state model variables are dynamically allocated and passed as arguments to the computational routines via de-referenced pointer structures. Typical

repository in the folder "Gravel_Bed_Dynamics" that extend the model to gravel bed dynamics. The new methods for gravel bed dynamics are described in: Czuba

The extended model is described in Blom et al, 2017 "Advance, retreat, and halt of abrupt gravel-sand transitions in alluvial rivers", http://dx.doi.org/10

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

files; The 'MINTEQ Input file' is created using the Proteq utility; remaining input files may be created using a text editor Post-processing software needed

"Code IRF or not" property. WMT component Not yet"Not yet" is not in the list (Yes, In progress, No but possible, No not possible) of allowed values for

for unvegetated areas Increase in τcr with depth below MLW Settling velocity in unvegetated areas Settling velocity in vegetated areas Tidal range Tidal

parallel modular code written in C, is capable of modeling gravity and turbidity currents interacting with complex topographies in two and three dimensions

simply put all the files in the same directory, set that directory as the default directory for Matlab, and type "WSGFAM_131" in the MatLab Command Window

code View in CSDMS GitHub repository DOI Download LEMming version: 0.1.5 Doi: 10.1594/IEDA/100141 Model citations QR-code Link to this page Other models

migration rate. In the 'meanderpy' module we use a simple linear relationship between the nominal migration rate and curvature, as recent work using time-lapse

All the state model variables are dynamically allocated and passed as arguments to the computational routines via de-referenced pointer structures. Typical

cover, and sediment transport in bedrock river channels. Extended model description Code functionality and purpose may be found in the following references:

This means that instead of using bed slope in Manning's equation or the law of the wall, the water-surface slope is used.

visualization software. Grid sequences saved in netCDF files can be viewed as animations and saved as movies using VisIt. Visualization software needed? Yes

"Code IRF or not" property. WMT component Not yet"Not yet" is not in the list (Yes, In progress, No but possible, No not possible) of allowed values for

Sawai (1981) and Johannesson and Parker (1989). Those using the program should refer to the papers in the Bibliography for more specific descriptions of 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

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

boundary segment information and hole (or island) information in form of a .poly file, as described in the Triangle manual (http://www.cs.cmu.edu/~quake/triangle

of the mesh Line9: inputs the time step in seconds Line10: inputs the starting date (day, month, year), time (in seconds after midnight). The value of time

solves the momentum balance and the heat transfer in Lagrangian form using unstructured meshes. It can be used to study the long-term deformation of Earth's

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

start. Nothing yet, but it might be incorporated in some work with Francis Rengers on gully incision in West Bijou Creek: see http://cires.colorado.edu

vertical load in the geomechanical module as well as the hydraulic head boundary condition at the land surface in the hydrologic module. In this study we

info Authors Martin Hurst Source code View in CSDMS GitHub repository Model citations QR-code Link to this page Other models by author 1D Hillslope MCMC

can be modified in the source code and re-compiling. Describe time scale and resolution constraints The model is abstract. Time given in iterations, relating

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

scheme and dimensional splitting as in (Titov and Synolakis, 1998), and reflection and inundation computations as in (Tolkova, 2014). References: Titov

parameters are defined in a well-documented and commented Matlab parameter file. Only a Digital Elevation Model, preferable in GeoTIFF format is needed

kilometers to tens of kilometers using a range of wave parameters as inputs. It calculates the cross-shore sediment flux using both shallow water wave assumptions

experiments which are described in Eke's MS thesis. The results are summarized in her thesis and in a conference paper that she presented in Vancouver. Upload calibration

momentum term in equation for Δv T_4 = A_w * (g * d(i,t) * S(i,t)) = gravity term in equation for Δv T_5 = -A_w * (f(i,t) * v(i,t)^2) = friction term in equation

coefficient of friction, wave friction factor, density, etc) most are in there using values from the literature, but easily modified. Flow. (Sinusoidal,

of across-river profiles to model a river reach ca. 5 to 50 km in length and 1 to 20 km in width. Describe time scale and resolution constraints There is

events such as impact cratering or base-level changes. The program is written in Fortran and involves multiple process modules. A Python-based GUI is included

incorporate flow between processor domains. This generally results in a significant reduction in total runtime. Currently only D8 flow directions are supported

can be used to map out areas of hillslopes where the emergence of bedrock drives an increase in surface roughness. The tool requires an input DEM in float

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

need to be specified (in order) in a file called "input.txt": nx – number of grid cells in x direction ny – number of grid cells in y direction dx – grid

and equations The key methods used are: 1) Feature normalization and principal component analysis 2) Spatial clustering using GEOSOM algorithm 3) Hierarchical

Summary Contact Technical specs In/Output Process Testing Other Component info This part will be filled out by CSDMS staff

specifies the underlying asymmetry in the particle dynamics. The process of determining these parameters is described in the simulation section of a corresponding

Information on the parameters needed in the driver file is available in the documentation (http://www.geos.ed.ac.uk/~smudd/LSDTT_docs/html/channel_heads.html). Input

map the floodplain extent using a Height Above Nearest Drainage (HAND) approach, and calculate stream and floodplain metrics using three approaches.

Describe input parameters The input files are a DEM in .flt format, a channel heads file generated using the DrEICH algorithm (https://csdms.colorado.edu

--config argument. See PDCevent.ini for template. The config file must be stored in the same directory as the python script. The config file name is used as

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

Zcs<=max(hs,Zcsb); rq=(1.55-1.45*Fi)*Bcs/wc+0.16*(1-2*Fi), in which Fi is the Fraud number for flow in the trunk channel, wc is width of the trunk channel;

statistics from the HYDRO.IN file will be used when there is no HYDRO.CLIMATE file in the input directory. This is the format of the file in case you want to create

libraries installed in a non-standard location; contact us for help. Once you have downloaded the source code, you can compile it using the UNIX/Linux 'make'

pre-1930 Minnesota River between Mankato and Jordan, Minnesota, using data available in the literature and on the USGS website. Upload calibration data

Cardiff University began beta testing in May 2013. The working version of the code used in the manuscript was finished in June 2013. If you find bugs, email

method permits spatial variability in lithospheric elastic thickness. This allows the use of real maps of elastic thickness in models or synthetic maps of elastic

Integrating thermokarst features in the Upper Kuparuk and Imnavait Basin using remote sensing and ground-truth data in TopoFlow, Poster H21A-0199, Fall

SFINCS solves the SSWE and thus includes advection in the momentum equation. However, it can also run using the LIE without advection. Processes such as spatially

debris-flow prone catchment in the Swiss Alps (Illgraben). It consists of two connected sediment reservoirs on the hillslope and in the channel, where sediment

Model is built using the Landlab software package. The HyLands model builds on three new components: water and sediment is routed using the PriorityFloodFlowRouter

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

network, where local divergence in sediment flux drives bed elevation change. The model represents hydrodynamics using rules for flow routing and stress

Edit Model information This code has been community reviewed and published in the open access Journal of Open Source Software (JOSS)

"Code IRF or not" property. WMT component Not yet"Not yet" is not in the list (Yes, In progress, No but possible, No not possible) of allowed values for

contain other user-specified agent outputs as long as users use this data collector object in their ABM modules. Output format ASCII Other output format

the order of kilometers. Main geomorphic processes are featured in Kirwan et al. 2016 in GRL, and carbon processes track allochthonous and autocthonous

implemented in a particular framework are reusable in other models within the same framework, with little migration effort. One advantage of using a modeling