Search by property

From CSDMS

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.

Search by property

A list of all pages that have property "Describe time scale and resolution" with value "See manual". Since there have been only a few results, also nearby values are displayed.

Showing below up to 26 results starting with #1.

View (previous 50 | next 50) (20 | 50 | 100 | 250 | 500)

    

List of results

  • Model:GRLP  + (Longer than the intermittency between channel-forming events)
  • Model:DeltaClassification  + (Mapview at a given time)
  • Model:BITM  + (Millennial scale)
  • Model:HydroTrend  + (Minimal runtime: 1yr; up to > 10kyrs Daily discharge is the smallest output timestep)
  • Model:RiverMUSE  + (Model constructed for daily time steps, but can be altered with little effort.)
  • Model:Lake-Permafrost with Subsidence  + (Model needs daily (or smaller) timesteps.)
  • Model:CoastMorpho2D  + (Morphological time steps can be on the order of years Time steps shorter than one tidal period are not realistic)
  • Model:GEOtop  + (Most forcings are required at hourly scale. Integration time step is what required by numerical algorithms to converge (depends actually on processes))
  • Model:DeltaSIM  + (Mostly tested for Holocene applications (>10,000yrs), potentially longer time scales.)
  • Model:Non Local Means Filtering  + (N/A)
  • Model:BOM  + (No assimilation means it works best for simulations shorter than ~6months unless boundary conditions are carefully tuned to avoid model drift.)
  • Model:DrEICH algorithm  + (No time resolution constraints as this software performs topographic analysis.)
  • Model:SurfaceRoughness  + (No time resolution constraints as this software performs topographic analysis.)
  • Model:Hilltop flow routing  + (No time resolution constraints as this software performs topographic analysis.)
  • Model:HexWatershed  + (None)
  • Model:MARSSIM V4  + (None except elapsed time and memory limits.)
  • Model:AR2-sinuosity  + (Not applicable - the model generates static channel planforms.)
  • Model:Mrip  + (One second has been the time resolution. I haven't played with this.)
  • Model:GNE  + (Operates at annual scale; monthly-seasonal time steps are being explored.)
  • Model:NEXRAD-extract  + (Radar sweeps every approx. 15 minutes)
  • Model:SBEACH  + (SBEACH is a short-term storm processes model and is intended for the estimation of beach profile response to storm events. Typical simulation durations are limited to hours to days (1 week maximum).)
  • Model:PyDeltaRCM  + (Sediment and water discharge come from some physical parameters and the number of parcels chosen for each timestep. Set the number of parcels for both water and sediment to 1000s for improved resolution and speed.)
  • Model:PHREEQC  + (See 'Description of Input and Examples for PHREEQC Version 3 - A computer program for speciation, batch-reaction, one-dimensional transport, and inverse geochemical calculations'.)
  • Model:WRF-Hydro  + (See WRF-Hydro Technical Description https://ral.ucar.edu/projects/wrf_hydro/technical-description-user-guide)
  • Model:CellularFanDelta  + (See above.)
  • Model:FwDET  + (See: Version 2.0: Cohen et al. (2019), The … See:</br>Version 2.0: Cohen et al. (2019), The Floodwater Depth Estimation Tool (FwDET v2.0) for Improved Remote Sensing Analysis of Coastal Flooding. Natural Hazards and Earth System Sciences (NHESS)</br> </br>Version 1.0: Cohen, S., G. R. Brakenridge, A. Kettner, B. Bates, J. Nelson, R. McDonald, Y. Huang, D. Munasinghe, and J. Zhang (2017), Estimating Floodwater Depths from Flood Inundation Maps and Topography. Journal of the American Water Resources Association (JAWRA):1–12. Water Resources Association (JAWRA):1–12.)
  • Model:CarboCAT  + (Short time steps required for accuracy of production rate calculation)
  • Model:SINUOUS  + (Simulated meander evolution timesteps are typically 0.1 year to a few years. If downstream sediment transport is modeled, subiterations of ~0.01 year are required.)
  • Model:ThawLake1D  + (Simulations are run at daily time step Total simulation duration is typically over 100's of years.)
  • Model:RCPWAVE  + (Steady state model)
  • Model:Compact  + (Steady-state model)
  • Model:Subside  + (Steady-state model)
  • Model:FuzzyReef  + (Temporal scale and resolution determined by user. Model adjusts process and output to the temporal increment chosen by user.)
  • Model:Gc2d  + (Tens to hundreds of years)
  • Model:TopoFlow-Channels-Diffusive Wave  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Infiltration-Green-Ampt  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Infiltration-Smith-Parlange  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Meteorology  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Snowmelt-Degree-Day  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Snowmelt-Energy Balance  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Saturated Zone-Darcy Layers  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Infiltration-Richards 1D  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Channels-Dynamic Wave  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Channels-Kinematic Wave  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:TopoFlow-Diversions  + (The basic stability condition is: dt < … The basic stability condition is: dt < (dx / u_min), where dt is the timestep, dx is the grid cell size and u_min is the smallest velocity in the grid. This ensures that flow cannot cross a grid cell in less than one time step. Typical timesteps are on the order of seconds to minutes. Model can be run for a full year or longer, if necessary. run for a full year or longer, if necessary.)
  • Model:SoilInfiltrationGreenAmpt  + (The component has been tested on event to annual time scales, on a range of resolutions (1 m to 100 m) but would likely run efficiently on even longer time scales and finer resolutions).)
  • Model:TwoPhaseEulerSedFoam  + (The flow should be run to be fully developed, and this time scale depends on the time scale of sediment settling time, and flow periods. the time step should be fine enough not to cause numerical instability, and also capture the varying the flow forcing.)
  • Model:Sun fan-delta model  + (The model assumes continuous discharge; assuming flow intermittency of 0.01, the model can represent tens of thousands of years of surface evolution.)
  • Model:WEPP  + (The model can be run for a single storm (minutes to hours), and can also be run in continuous simulation mode for any number of years (1 - 100+).)
  • Model:Kirwan marsh model  + (The model explicitly runs on an individual tidal cycle time step, which we scale up to 2 months. But, results most meaningful at timescales greater than a couple years.)
Retrieved from "https://csdms.colorado.edu/wiki/Special:SearchByProperty/:Describe-20time-20scale-20and-20resolution/See-20manual"