Sediment transport, part I: bed load transport
LC Van Rijn - Journal of hydraulic engineering, 1984 - ascelibrary.org
A method is presented which enables the computation of the bedload transport as the product
of the saltation height, the particle velocity and the bed‐load concentration. The equations …
of the saltation height, the particle velocity and the bed‐load concentration. The equations …
Sediment pick-up functions
LC Van Rijn - Journal of Hydraulic engineering, 1984 - ascelibrary.org
Experimental research has been performed to determine the sediment pick-up by a uniform
flow without initial sediment load. A sediment lift was designed by which the sediment …
flow without initial sediment load. A sediment lift was designed by which the sediment …
Two-equation turbulence model for flow in trenches
BJ Alfrink, LC Van Rijn - Journal of Hydraulic Engineering, 1983 - ascelibrary.org
Steady recirculating flow is described by means of a mathematical model based on the full
unsteady Reynolds equations and the K ‐ ε model for turbulence closure. The model is …
unsteady Reynolds equations and the K ‐ ε model for turbulence closure. The model is …
Applications of sediment pick-up function
LC van Rijn - Journal of hydraulic engineering, 1986 - ascelibrary.org
Two applications are presented of a recently proposed empirical sediment pick-up function.
The first application deals with bed load transport which is computed as the product of the …
The first application deals with bed load transport which is computed as the product of the …
Model for suspended sediment transport
PMJ Kerssens, LC van Rijn, A Prins - Journal of the Hydraulics …, 1979 - ascelibrary.org
A mathematical model for suspended sediment transport is described, which enables the
investigation of certain effects of river works or geometrical changes, or both, in a river or …
investigation of certain effects of river works or geometrical changes, or both, in a river or …
Mathematical models for sediment concentration profiles in steady flow
LC van Rijn - Transport of Suspended Solids in Open Channels, 2022 - taylorfrancis.com
This invited lecture presents a description of mathematical models for sediment concentration
profiles in steady flow. The basic equations and boundary conditions are described. …
profiles in steady flow. The basic equations and boundary conditions are described. …
[PDF][PDF] Sutrench model: Two-dimensional vertical mathematical model for sedimentation in dredged channels and trenches by currents and waves
LC Van Rijn, GL Tan - 1985 - repository.tudelft.nl
Sutrench model Page 1 Page 2 rijkswaterstaat communications sutrench-model two-dimensional
vertical mathematical model for sedimentation in dredged channels and trenches by …
vertical mathematical model for sedimentation in dredged channels and trenches by …
Morphological modelling using a modified multi-layer approach
HJ Steetzel, H de Vroeg, LC van Rijn… - Coastal Engineering …, 1998 - ascelibrary.org
One of the topics of the National Dutch research program COAST*2000 focuses on the long-term
(50-100 years) and large-scale (1-100 km) morphological problems of the Dutch coast …
(50-100 years) and large-scale (1-100 km) morphological problems of the Dutch coast …
The prediction of bedforms and alluvial roughness
LC Van Rijn - Mechanics of Sediment Transport, 2020 - api.taylorfrancis.com
Mechanics of Sediment Transport Page 1 Euromech 156: Mechanics ofSediment Transport I
Istanbul I 12-14 July 1982 The prediction of bedforms and alluvial roughness LCVAN RIJN Delft …
Istanbul I 12-14 July 1982 The prediction of bedforms and alluvial roughness LCVAN RIJN Delft …
Suspended sediment concentration profiles in wave-current flows
JJ Williams, CP Rose, LCV Rijn - Journal of Hydraulic Engineering, 1999 - ascelibrary.org
Improved expressions to predict time-averaged and horizontally averaged vertical suspended
sediment concentration profiles ( C profiles) in wave and current (w-c) conditions are …
sediment concentration profiles ( C profiles) in wave and current (w-c) conditions are …