Sentence examples for model for sediment from inspiring English sources

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

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

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.

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.

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.

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.

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.

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.

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.

Our calibration outputs for monthly simulation for the period from 1976 to 1984 showed a good model performance for flow rates with NSE and PBIAS values of 0.76 and −11.80, respectively; also a good model performance for sediment concentration with NSE and PBIAS values of 0.69 and 7.12, respectively.

Determination of the model parameters for sediment adsorption desorption of metals in the tank is discussed.