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:Shoreline + (The model is typically driven by hourly wind data (speed and angle) and models coastal change over a period of 10 to 100 years.)
Model:WACCM-EE + (The model takes about 4-6 model years to reach equilibrium. The modeled time period is from the Archean Earth (3.8 - 2.5 Ga))
Model:OverlandFlow + (The model works best for event to decadal time scales on a personal machine.)
Model:CHILD + (The steady flow assumption used by most (n … The steady flow assumption used by most (not all) hydrology sub-models restricts time scale to periods significantly longer than a single storm. The model has been mostly used to address time scales relevant to significant topographic evolution, though in the case of rapidly changing landscapes (e.g., gully networks) this can be as short as decades.networks) this can be as short as decades.)
Model:Alpine3D + (The time scale constraints usually comes from the input meteorological data: each time step must be provided with a set of input data.)
Model:Meander Centerline Migration Model + (The time scale is of the order of 10-1000 years, since the migration of meandering rivers is usually very slow, (e.g. 1 meter/year).)
Model:1D Particle-Based Hillslope Evolution Model + (The time scale over which the simulation o … The time scale over which the simulation occurs is specified in zrp.m as an input parameter. Since the module is computationally lightweight, millions of time steps can be simulated quickly. Translating between discrete steps of the particle model and continuous, real-world time may be inferred during the dimensionalization process.red during the dimensionalization process.)
Model:SedFoam-2.0 + (The typical time scale is on the order of 100 second, and the time step should satisfy the Courant number (<0.3))
Model:BRaKE + (There is no conservation of mass on adjacent hillslopes, which presents a natural time limitation of ~10^6 years.)
Model:LateralVerticalIncision + (There is no explicit time, every time step is a bankfull event. With the parameters published here, vertical incision rates correspond to rates on the order of cm/yr.)

Model:IDA + (This code does not involve time.)

Model:OceanWaves + (This is a point model and not dependent on time scale or resolution.)
Model:TauDEM + (This is a static model so there is no time scale or resolution)
Model:CMFT + (Time resolution 30 min, simualtion length about 100 years.)
Model:MCPM + (Time resolution ~ 1 minute (it explicitly simulates tides))
Model:SNAC + (Time scale is essentially set by the Coura … Time scale is essentially set by the Courant condition: practially by P-wave velocity or maxwell time according to the constitutive model being considered. However, the mass scaling technique allows significantly increased time steps values from the usual dynamic one.e steps values from the usual dynamic one.)
Model:HEBEM + (Time scale of 10,000 years. Typical time step is 3 hour)
Model:WASH123D + (Time scale ranges to seconds (for example, dam break problems) to tens of years (for example real time simulations of large watersheds).)
Model:SPACE + (Time scale will be set by discharge calculation method. The model is in general intended for annual to geological time scales, but shorter time scales may be used if Landlab dynamic flow routing components are employed.)
Model:ErosionDeposition + (Time scale: Days to millions of years)
Model:Tracer dispersion calculator + (Time scales should be long compared to the … Time scales should be long compared to the time scales of short-term bed elevation changes, i.e. changes in instantaneous bed elevation associated with bedload transport and bedform migration (Blom et al., 2003, Wong et al., 2007). In other words, model results are averages over short-term bed elevation changes. For applications at field scales, the time resolution should be at least of one year because the model runs with formative conditions representative of mean annual values. REFERENCESBlom, A., Ribberink, J. S. & de Vriend, H. (2003). Vertical sorting in bed forms: Flume experiments with a natural and a trimodal sediment mixture. Water Resources Research, 39 (2), 1025.Wong, M., Parker, G., DeVries, P., Brown, T. M. & Burges, S. J. (2007). Experiments on dispersion of tracer stones under lower-regime plane-bed equilibrium bedload transport. Water Resources Research, 45, W03440.d transport. Water Resources Research, 45, W03440.)