Yearly averaged sediment transport along the Dutch shore: Upgrading of UNIBEST-TC

Yearly-averaged sand transport at the -20 and -8 NAP depth contours of the Jarkus profiles 14, 40, 76 and 103

Time-averaged sediment transport phenomena in combined wave-current flows

Sediment transport, sediment concentrations and bedforms in simulated asymmetric wave conditions: Experimental study in the large oscillating water tunnel of Delft Hydraulics: data report

Sediment transport, sediment concentrations and bedforms in simulated asymmetric wave conditions: Experimental study in the large oscillating water tunnel of Delft Hydraulics

Bedforms, near-bed sediment concentrations and sedimenttransport in simulated regular wave conditions: Experimental study in the large oscillating water tunnel of Delft Hydraulics

Sedimenttransport induced by the near-bed wave orbital motion, theory and experiments: A literature review

Zeezandwinning: Onderbouwend rapport (milieu effect rapportage RON ; discussienota kustverdediging, technisch rapport 10)

The large oscillating water tunnel: Technical specifications and performances

Experiments with non-uniform sediment in case of bed-load transport

An experimental study was carried out in the framework of a research project concerning the development of a mathematical model for morphological computations in rivers in case of non-uniform sediment. The study consists of a series of laboratory experiments in a straight flume under steady, uniform (equilibrium) conditions with a restriction to...

Bed-load formulae for non-uniform sediment

A bed-load sediment transport formula has ben devlopd for every fraction of the sediment mixture. All existing bed-load formula have been reanalysed on their application for this purpose (Kalinske, Einstein, Meyer-Peter and Muller) as well as adaptations by different other authors