Sentence examples for models for sediment from inspiring English sources

More recently, the coupling of process-based models for sediment transport, erosion rate estimates via cosmogenic radionuclides, and widespread topographic data has enabled the testing and calibration of process-based models for hillslope interpretation and prediction.

Suspended sediment retention in the wetlands was simulated with a two-dimensional model for sediment transport.

An accurate model for sediment prediction is a priority for all hydrological researchers.

The hydraulic-based empirical model for sediment and SOC loss can serve as an important reference for physical-based sediment models and can bring new insights into SOC loss prediction when serious erosion occurs on steep slopes.

Overall curvi-linear trend (r2 = 0.76) and the Von Bertalanffy non-linear model for sediment accumulation through time for all four sites, suggests highest sediment accumulation occurs at approximately 235 days following pipe installation at 65 ± 22% of pipe volume.

Building a hydraulic-based empirical model for sediment and soil organic carbon (SOC) loss is significant because of the complex erosion process that includes gravitational erosion, ephemeral gully, and gully erosion for loess soils.

Here, we use a previously proposed nonlinear model for sediment transport on hillslopes to formulate 1-D dimensionless functions for hillslope morphology as well as a generalized expression relating steady-state hillslope relief to erosion rate, hillslope transport parameters, and hillslope length.

Here we show how the INCA modelling framework, specifically INCA-Sed (the Integrated Catchments model for Sediments) can be used to link sediment delivery from the landscape to sediment changes in-stream.

The 2-D depth-averaged mathematical model for sediment-laden flows has been widely used in river control and other related engineering problems, and now it is usually solved on structured grids.

Then, the two-dimensional suspended sediment transport equation, bed-load equation and coast beach morphological evolution are coupled with the wave and current models for simulating sediment transport and morphological evolution in coastal waves and wave-induced currents.

We consulted available geological maps, cross-sections, and borehole data as the basis for initial models for the sediment sites.