A general formula for noncohesive suspended sediment transport
Författare
Summary, in English
A simple and robust suspended load transport formula for noncohesive sediment is presented for application to river, estuarine, and coastal environments with the use of depth-averaged models. The formula is based on an exponential profile for the concentration and assumes a constant velocity over depth to simplify the calculations. These assumptions were validated with a large data set, including data with a steady current, wave and current interaction, and breaking waves. The formula has two parameters: the mean sediment diffusivity over depth and the bottom reference concentration. The sediment diffusivity is estimated assuming a linear combination of mixing because of breaking waves and the energy dissipation in the bottom boundary layer from the mean current, waves, or both. The bottom reference concentration is a function of the Shields parameter. Overall, the formula developed in this study yields the best agreement with the compiled data set compared with a number of existing formulas for estimating the suspended load.
Avdelning/ar
Publiceringsår
2008
Språk
Engelska
Sidor
615-627
Publikation/Tidskrift/Serie
Journal of Coastal Research
Volym
24
Issue
3
Dokumenttyp
Artikel i tidskrift
Förlag
Coastal Education and Research Foundation
Ämne
- Water Engineering
Nyckelord
- waves
- breaking waves
- noncohesive
- sediment
- current
- diffusion parameter
- reference concentration
- profile
- suspended load
- concentration
Status
Published
ISBN/ISSN/Övrigt
- ISSN: 0749-0208