Search by property

This page provides a simple browsing interface for finding entities described by a property and a named value. Other available search interfaces include the page property search, and the ask query builder.

List of results

Model:ENTRAINH + (Uses Komar or Egiazaroff formulations for calculating the Shield's critical shear stress of the ith size and jth density fraction of a heterogeneous size-density bed)
Model:ENTRAIN + (Uses Yalin and Karahan formulation for calculating the Shield's critical shear stress of the bed)
Model:Dionisos + (Water-driven diffusion equation for transport. Erosion controlled by water flow and shear stress. Carbonate production function of water depth, wave energy, ecology. Complex tectonics are user-defined geometrical deformation.)
Model:NearCoM + (Wave equations, wave-averaged circulation equations and equations for bedload and suspended-load sediment transport.)
Model:YANGs + (Yang's (1973) unit stream power equation)
Model:Zscape + (described on project webpage)
Model:Physprop + (grain diameter compressional frictional rigidity constant bulk density of the sediment compressional wave speed bulk modulus of the individual sediment grains bulk modulus of the pore fluid porosity of the saturated sediment density of the mineral grains)
Model:WACCM-CARMA + (hundereds.)
Model:SoilInfiltrationGreenAmpt + (hydraulic_conductivity : The soil effectiv … hydraulic_conductivity : The soil effective hydraulic conductivity. soil_bulk_density : The dry bulk density of the soil. rock_density : The density of the soil constituent material (i.e., lacking porosity). initial_soil_moisture_content : The fraction of the initial pore space filled with water. soil_type : A soil type to automatically set soil_pore_size_distribution_index and soil_bubbling_pressure, using mean values from Rawls et al., 1992. volume_fraction_coarse_fragments : The fraction of the soil made up of rocky fragments with very little porosity, with diameter > 2 mm. coarse_sed_flag : If this flag is set to true, the fraction of coarse material in the soil column with be used as a correction for phi, the porosity factor. surface_water_minimum_depth : A minimum water depth to stabilize the solutions for surface flood modelling. 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 effective hydraulic conductivity at varying water contents, following Brooks and Corey (1964). Can be set by soil_type. Typically denoted "lambda". soil_bubbling_pressure : The bubbling capillary pressure of the soil, controlling effective hydraulic conductivity at varying water contents, following Brooks and Corey (1964). Can be set by soil_type. Typically denoted "h_b". wetting_front_capillary_pressure_head : The effective head at the wetting front in the soil driven by capillary pressure in the soil pores. If not set, will be calculated by the component from the pore size distribution and bubbling pressure, following Brooks and Corey.ubbling pressure, following Brooks and Corey.)
Model:GullyErosionProfiler1D + (manning's n for vegetation manning's n for soil critical shear stress for vegetation critical shear stress for soil rainfall infiltration)
Model:FluidMud + (mixture equations (derived from two-phase theory with fine sediment assumption). k-epsilon closure derived from two-phase theory. Bingham rheology. Floc property is based on fractal structure. Bottom boundary condition for mud is based on type I erosion.)
Model:ModelParameterDictionary + (n/a)
Model:RivMAP + (n/a)
Model:TopoToolbox + (none)
Model:OlaFlow + (olaFlow solves the Volume-Averaged Reynolds-Averaged Navier-Stokes (VARANS) equations)

Model:TwoPhaseEulerSedFoam + (please see more details in the user manual)

Model:DECAL + (potential sand transport rate, sediment avaliability, vegetation response characteristics)
Model:Mosartwmpy + (river channel network geometry, flow direction, and flow coefficients -- Euler equations reservoir operations -- seasonal and data driven water release behavior)
Model:CASCADE + (see Braun, J. and Sambridge, M., 1997. Basin Research, v. 9, pp.27-52.)
Model:MARM5D + (see Cohen et al., 2009, 2010, 2014 in JGR-ES)
Model:GEOMBEST + (see User's Guide and Moore et al., 2010)
Model:WILSIM + (see above references)
Model:XBeach + (see manual at http://xbeach.org)
Model:Bifurcation + (see publication)
Model:DeltaSIM + (see references)
Model:SimClast + (tba)
Model:MITgcm + (too many to describe)
Model:SedFoam-2.0 + (two-phase Eulerian equations for sediment transport (see the user document))
Model:Delft3D + (water level, velocity, temperature, salini … water level, velocity, temperature, salinity, density, pressure, turbulent energy, wave heights & forces, roller & breaker energy, sediment fractions, bed levels, concentrations (chloride / salinity, coliform bacteria (E. Coli, faecal and total), oxygen and BOD, temperature, organic C, N, P and Si, inorganic phosphorus, ammonium, nitrate and silica, algae (diatoms, greens, bluegreens), heavy metals, PCB-153, HCB, lindane, fluoranthene and benzo(a)pyrene)53, HCB, lindane, fluoranthene and benzo(a)pyrene))
Model:Gospl + (• river incision using the stream power la … • river incision using the stream power law (Howard et al., 1994) based on a multiple flow direction approach and an implicit parallel implicit drainage area method (Richardson et al., 2014),• inland river deposition in depressions computed using priority-flood techniques (Barnes et al., 2014),• dual-lithology marine deposition at river mouth based on a diffusion algorithm (Rivenaes, 1992),• hillslope processes in both marine and inland areas (Salles, 2019), and• sediment compaction as stratigraphic layers geometry and properties changes (Sclater & Christie, 1980; Yuan et al., 2019).ater & Christie, 1980; Yuan et al., 2019).)