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A list of all pages that have property "Describe processes" with value "Ice mass balance and viscous ice flow". 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:BRaKE  + (Fluvial bedrock erosion; hillslope block delivery; block transport and degradation)
  • Model:AquaTellUs  + (Fluvial erosion and depositions, lateral deposition across the floodplain, plume deposition in marine domain.)
  • Model:CASCADE  + (Fluvial erosion, deposition and sedimentation, hillslope (diffusion) processes, flexure, orography)
  • Model:ErosionDeposition  + (Fluvial sediment entrainment and deposition)
  • Model:SPACE  + (Fluvial sediment erosion and deposition, fluvial bedrock erosion, the bedrock cover effect.)
  • Model:PyDeltaRCM  + (Flux routing and sediment transport for thFlux routing and sediment transport for the formation of river deltas. Resolves channel bifurcations, avulsion and migration. Can simulate subsidence (default basin-like shape, modify the Python code to customize). Can store stratigraphy (as sand fraction and thickness).tigraphy (as sand fraction and thickness).)
  • Model:CryoGrid3  + (For forward time integration, the simplest possible scheme, first-order forward Euler, is employed.)
  • Model:BOM  + (Free surface flow of water. Conservation of heat, salinity, mass, turbulent kinetic energy, dissipation.)
  • Model:Symphonie  + (Free surface, generalized s coordinate model. Classical representation of oceanic processes (tides, wind circulation, density driven circulation ...). Coupling with sediment transport and biogeochemistry)
  • Model:GPM  + (Free-surface flow including wave action Clastic erosion, transport, deposition Compaction (load-based, vertical porous flow, full 3D porous flow) Rudimentary carbonate growth)
  • Model:GENESIS  + (GENESIS was designed to describe long-termGENESIS was designed to describe long-term trends of the beach plan shape in the course of its approach to an equilibrium form. The shoreline change model best calculates shoreline movement in transition from one equilibrium state to another. This change is usually caused by a notable pertubation, for example, jetty construction at a harbor or inlet, or placement of beach nourishment material.r placement of beach nourishment material.)
  • Model:GSFLOW  + (GSFLOW simulates flow within and among thrGSFLOW simulates flow within and among three regions. The first region is bounded on top by the plant canopy and on the bottom by the lower limit of the soil zone; the second region consists of all streams and lakes; and the third region is the subsurface zone beneath the 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 regions.processes in the second and third regions.)
  • Model:WACCM-EE  + (General circulation model of early Earth. Particular detail is paid to chemistry, RT, and haze microphysics)
  • Model:Gc2d  + (Glacier growth and evolution)
  • Model:GroundwaterDupuitPercolator  + (Groundwater flow and seepage)
  • Model:TreeThrow  + (Growth, death, and regeneration of individual trees. Sediment flux moved by each tree.)
  • Model:HSPF  + (HSPF assumes that the "Stanford Watershed HSPF assumes that the "Stanford Watershed Model" hydrologic model is</br>appropriate for the area being modeled. Further, the instream model assumes</br>the receiving water body is well-mixed with width and depth and is thus</br>limited to well-mixed rivers and reservoirs. Application of this methodology</br>generally requires a team effort because of its comprehensive nature.ffort because of its comprehensive nature.)
  • Model:Lake-Permafrost with Subsidence  + (Heat conduction in permafrost, lake ice growth-decay, permafrost subsidence due to excess ice)
  • Model:MIDAS  + (Hetergeneous size-density bed and suspended load transport, evolving open channel flow)
  • Model:HEBEM  + (Hydrologic processes: Precipitation, infiltration, evapotranspiration, overland flow, saturation-excess runoff, groundwater flow Geomorphic processes: Baselevel lowering, weathering, hillslope processes, erosion, sediment transport)
  • Model:CAESAR Lisflood  + (Hydrology: Spatially variable TOPMODEL 2d Hydrology: Spatially variable TOPMODEL</br>2d Hydrodynamic flow model: Using the Lisflood-FP (Bates et al., 2010) method</br>Fluvial erosion and deposition over 9 different grainsizes - through 10 active layers</br>Lateral erosion: Based on radius of curvature</br>Slope processes: Landslides and soil creep</br>Sand Dunes: Ability to couple sand dune sub model with fluvial processes.and dune sub model with fluvial processes.)
  • Model:Inflow  + (Hyperpycnal flow)
  • Model:Sakura  + (Hyperpycnal flow)
  • Model:ILAMB  + (ILAMB takes a set of observational data enILAMB takes a set of observational data encoded as CF-compliant netCDF files, extracts commensurate quantities from historical model results (ideally compliant with CMOR), and then subjects them to a gauntlet of statistical measures examining aspects of performance such as bias, RMSE, phase, interannual variability, and spatial distribution. This results in a hierarchical set of webpages which display and controls the flow of information.play and controls the flow of information.)
  • Model:IceFlow  + (Ice deformation, ice sliding)
  • Model:WOFOST  + (In WOFOST, crop growth is simulated on theIn WOFOST, crop growth is simulated on the basis of eco-physiological processes. The major processes are phenological development, light interception, CO2-assimilation, transpiration, respiration, partitioning of assimilates to the various organs, and dry matter formation. Further, the interaction with the soil is included in relation to soil moisture availability and (in more recent version) also soil N/P/K availability. </br>Potential and water-limited growth is simulated dynamically, with a time step of one day. Nutrient-limited production is calculated either statically based on the QUEFTS approach (on the basis of soil characteristics and the water-limited production output) or dynamically using nutrient demand/supply at daily time steps.utrient demand/supply at daily time steps.)
  • Model:LateralVerticalIncision  + (Incision of a transport-limited river in aIncision of a transport-limited river in an alluvial substrate. Initial geometry is that of a steep channel with sediment transport capacity exceeding that of the input flux from upstream.</br>The river randomly migrates left or right and needs to evacuate sediments mined from its bed and from the valley walls.</br>Product of wall erosion not evacuated by the river are deposited as taluses at the foot of the walls.sited as taluses at the foot of the walls.)
  • Model:WILSIM  + (It simulates rainfall runoff process as random storm events that fall on the initial topographic surface and flow downhill following steepest descent.)
  • Model:Kudryavtsev Model  + (Kudryavtsev's parametrization treats a perKudryavtsev's parametrization treats a permafrost environment as a system of individual layers, each with their own thermal properties. </br>Air, snow, vegetation, soil each are separate layers and their thermal (insulatory effects) are quantified from layer thickness, their heat capacity and conductivity.ess, their heat capacity and conductivity.)
  • Model:Dorado  + (Lagrangian particle transport. See also: https://passah2o.github.io/dorado/background/index.html)
  • Model:VIC  + (Land Cover and Soil Snow Model Meteorology (Inputs, Distributed Precip, and Snow/Elevation Bands) Frozen Soil (including Permafrost) Dynamic Lake/Wetland Model (new to 4.1.1) Flow Routing)
  • Model:Coastal Dune Model  + (Linearized RANS Aeolian sediment transport Shear stress reduction by vegetation Plant growth (exponential relaxation))
  • Model:MRSAA  + (Long-term channel bed evolution of mixed bedrock alluvial rivers under alluviation waves.)
  • Model:MARSSIM V4  + (MARSSIM is a grid based, iterative framewoMARSSIM is a grid based, iterative framework that incorporates selectable modules, including: 1) flow routing, optionally including event-driven flow and evaporation from lakes in depression as a function of relative aridity (Matsubara et al., 2011). Runoff can be spatially uniform or variably distributed. Stream channel morphology (width and depth) is parameterized as a function of effective discharge; 2) bedrock weathering, following Equation 1; 3) spatially variable bedrock resistance to weathering and fluvial erosion, including 3-D stratigraphy and surficial coherent crusts; 4) erosion of bedrock channels using either a stream power relationship (Howard, 1994) or sediment load scour (Sklar and Dietrich, 2004; Chatanantavet and Parker, 2009); 5) sediment routing in alluvial channels including suspended/wash load and a single size of bedload. An optional sediment transport model simulates transport of multiple grain sizes of bedload with sorting and abrasion (Howard et al., 2016); 6) geometric impact cratering modeling optionally using a database of martian fresh crater morphology; 7) vapor sublimation from or condensation on the land surface, with options for rate control by the interaction between incident radiation, reflected light, and local topography; 8) mass wasting utilizing either the Howard (1994) or the Roering et al. (1999, 2001a) rate law. Bedrock can be optionally weathered and mass wasted assuming a critical slope angle steeper than the critical gradient for regolith-mantled slopes. Mass wasted debris is instantaneously routed across exposed bedrock, and the debris flux can be specified to erode the bedrock; 9) groundwater flow using the assumption of hydrostatic pressures and shallow flow relative to cell dimensions. Both recharge and seepage to the surface are modeled. Seepage discharge can be modeled to transport sediment (seepage erosion) or to weather exposed bedrock (groundwater sapping); 10) deep-seated mass flows using either Glen's law or Bingham rheology using a hydrostatic stress assumption; 11) eolian deposition and erosion in which the rate is determined by local topography; 12) lava flow and deposition from one or multiple vents. These model components vary in degree to which they are based on established theory or utilize heuristicon established theory or utilize heuristic)
  • Model:MODFLOW 6  + (MODFLOW 6 presently contains two types of MODFLOW 6 presently contains two types of hydrologic models, the Groundwater Flow (GWF) Model and the Groundwater Transport (GWT) Model. The GWF Model for MODFLOW 6 is based on a generalized control-volume finite-difference (CVFD) approach in which a cell can be hydraulically connected to any number of surrounding cells. Users can define the model grid using</br></br>1. a regular MODFLOW grid consisting of layers, rows, and columns,</br>2. a layered grid defined by (x, y) vertex pairs, or</br>3. a general unstructured grid based on concepts developed for MODFLOW-USG.</br></br>For complex problems involving water-table conditions, an optional Newton-Raphson formulation, based on the formulations in MODFLOW-NWT and MODFLOW-USG, can be activated. The GWF Model is divided into "packages," as was done in previous MODFLOW versions. A package is the part of the model that deals with a single aspect of simulation. Packages included with the GWF Model include</br></br>- those related to internal calculations of groundwater flow (discretization, initial conditions, hydraulic conductance, and storage),</br>- stress packages (constant heads, wells, recharge, rivers, general head boundaries, drains, and evapotranspiration), and</br>- advanced stress packages (streamflow routing, lakes, multi-aquifer wells, and unsaturated zone flow).</br></br>An additional package is also available for moving water available in one package into the individual features of the advanced stress packages. The GWF Model also has packages for obtaining and controlling output from the model.</br></br>The GWT model for MODFLOW 6 simulates three-dimensional transport of a single solute species in flowing groundwater. The GWT Model solves the solute transport equation using numerical methods and a generalized CVFD approach, which can be used with regular MODFLOW grids or with unstructured grids. The GWT Model is designed to work with most of the new capabilities released with the GWF Model, including the Newton flow formulation, unstructured grids, advanced packages, and the movement of water between packages. The GWF and GWT Models operate simultaneously during a MODFLOW 6 simulation to represent coupled groundwater flow and solute transport. The GWT Model can also run separately from a GWF Model by reading the heads and flows saved by a previously run GWF Model. The GWT model is also capable of working with the flows from another groundwater flow model, as long as the flows from that model can be written in the correct form to flow and head files.n the correct form to flow and head files.)
  • Model:GIPL  + (Main purpose of the model is to calculate subsurface temperature profile, active layer depth and freeze-up day.)
  • Model:SISV  + (Many 2D flow situation with simple boundary conditions (ie no inflow or outflow). suitable for lock/exchange simulation of gravity/turbidity currents or to study stability properties of stratified flow.)
  • Model:Wetland3P  + (Marsh boundary erosion by waves Marsh bounMarsh boundary erosion by waves</br>Marsh boundary progradation by accumulating sediments</br>Mudflat sediment erosion/deposition by wind waves</br>Sediment exchange between mudflat and open ocean</br>Sediment exchange between mudflat and marsh platform</br>Organogenic sediment production on marsh platformenic sediment production on marsh platform)
  • Model:BEDLOAD  + (Mass flux per unit width, dry mass of grains moving over the unit bed area, calculates the suspendable amount present in the moving bed)
  • Model:TopoFlow  + (Modeled processes include: *Channelized flModeled processes include:</br>*Channelized flow (kinematic, diffusive or dynamic wave, all 1D and D8-based)</br>*Overland flow</br>*Snowmelt (degree-day or energy balance)</br>*Icemelt (from valley glaciers using GC2D)</br>*Meteorology (including precipitation, air temperature, shortwave and longwave radiation, etc.)</br>*Evaporation (Priestley-Taylor or energy balance)</br>*Infiltration (Green-Ampt, Smith-Parlange or Richards' 1D, multi-layer), *Shallow subsurface flow (Darcy, up to 6 layers)</br>*Flow diversions (sinks, sources or canals)Flow diversions (sinks, sources or canals))
  • Model:SNAC  + (Momentum balance in solid continuum under gravity and kinematic boundary conditions.)
  • Model:GNE  + (Natural, agricultural, atmospheric, and diNatural, agricultural, atmospheric, and direct human (sewage and P detergents) inputs; effect of hydrological functioning; generalized loss of nutrients in soils and groundwater; loss in rivers, reservoirs, and through consumptive water withdrawals (irrigation).onsumptive water withdrawals (irrigation).)
  • Model:NearCoM  + (NearCoM predicts surface waves and wave-induced nearshore processes such as nearshore circulation, sediment transport and morphological changes.)
  • Model:SUSP  + (Non-equilibrium suspended load transport in a turbulent low-concentration flow)
  • Model:OptimalCycleID  + (None, the module analyses strata produced by all depositional processes)
  • Model:OrderID  + (None. Code tests for the presence of order in strata that could arise from allocyclic or autocyclic processes)
  • Model:GEOMBEST++Seagrass  + (Note: See also the GEOMBEST++Seagrass Users Guide, section 4 Seagrass wave attenuation and bay depth effects Equilibrium profile & barrier transgression Sea level rise Back-barrier deposition Marsh expansion/contraction Marsh wave erosion)
  • Model:MarshPondModel  + (Organic accretion Inorganic accretion (function of elevation and distance from channels) Pond formation Pond expansion Pond deepening Pond drainage Bank slumping (soil diffusion) Subsidence due to ditches)
  • Model:1D Particle-Based Hillslope Evolution Model  + (Overall, the module simulates a particle-bOverall, the module simulates a particle-based model of hillslope evolution in 1D.</br></br>The module contains several scripts and functions, the most important of which are the following.</br>(1) zrp.m is the script wherein the parameters are set and from which the following functions are called.</br>(2) init_x.m is the function which generates an initial profile for the hillslope.</br>(3) make_moves.m is the function which samples the probabilistic dynamics.</br>(4) calc_rates.m is the function which determines the rates at which the particles are moving.</br></br>In addition to these, there are the following.</br>(5) perturb.m is the function which implements the hillslope perturbation and is called by the main script.</br>(6) calc_flux.m and calc_fluxes.m are the functions which infer fluxes along the hillslope.ns which infer fluxes along the hillslope.)
  • Model:OTEQ  + (Physical transport: Advection, Dispersion, Inflow, Transient Storage, and Settling. Chemistry: Precipitation/Dissolution, Sorption/Desorption, Oxidation/Reduction, aqueous complexation, and acid-base reactions)