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Bedload sediment transport in coastal waters

Authors :
Soulsby, Richard L.
Damgaard, Jesper S.
Source :
Coastal Engineering. Aug2005, Vol. 52 Issue 8, p673-689. 17p.
Publication Year :
2005

Abstract

Abstract: Formulae for bedload transport of sediments in conditions characteristic of coastal waters are developed from principles of physics. They cover driving forces of: current alone, current plus symmetrical waves, current plus asymmetrical waves, asymmetrical waves alone, and integrated longshore transport. In each case the transport is given as one or more analytical functions of the basic input variables. The formulae are tested against laboratory and field data, and give predictions that lie within a factor of 2 of the measured values for between 47% and 91% of the data, depending on the driving force. The formulae are suited to practical application in coastal waters, especially for transport of coarse materials such as shingle, and also for the bedload component of transport of sand. [Copyright &y& Elsevier]

Details

Language :
English
ISSN :
03783839
Volume :
52
Issue :
8
Database :
Academic Search Index
Journal :
Coastal Engineering
Publication Type :
Academic Journal
Accession number :
18162176
Full Text :
https://doi.org/10.1016/j.coastaleng.2005.04.003