Laboratory measurements of the direction of sediment transport on transverse alluvial-bed slopes
- 1 July 1995
- journal article
- research article
- Published by Taylor & Francis in Journal of Hydraulic Research
- Vol. 33 (4), 495-517
- https://doi.org/10.1080/00221689509498657
Abstract
Laboratory experiments have been conducted to provide data for modelling the direction of sediment transport on a transverse sloping alluvial bed. Conditions with prevailing bed-load transport, and conditions in which a significant part of the bed material is transported as suspended-load are studied. The effect of a sloping bed on the direction of sediment transport is determined by conducting bed-levelling experiments. Comparison of the results with data of curved flume experiments and experience gained with numerical computation of the bed topography in natural rivers yields the conclusion that, at least for bed-load transport, a distinction should be made between laboratory conditions and natural rivers. For conditions with suspended sediment transport the transverse slope effect can not be modelled identical as for bed-load transport.Keywords
This publication has 18 references indexed in Scilit:
- Universal Bank Erosion Coefficient for Meandering RiversJournal of Hydraulic Engineering, 1989
- Meander Flow Model. I: DevelopmentJournal of Hydraulic Engineering, 1986
- Prediction of 2‐D Bed Topography in RiversJournal of Hydraulic Engineering, 1985
- Bed deformation in curved alluvial channelsJournal of Hydraulic Research, 1985
- Sediment Transport, Part III: Bed forms and Alluvial RoughnessJournal of Hydraulic Engineering, 1984
- Sediment Transport, Part II: Suspended Load TransportJournal of Hydraulic Engineering, 1984
- Sediment Transport, Part I: Bed Load TransportJournal of Hydraulic Engineering, 1984
- Discussion of “ Lateral Bed Load Transport on Side Slopes ” by Syunsuke Ikeda (November, 1982)Journal of Hydraulic Engineering, 1984
- Flow in alluvial-river curvesJournal of Fluid Mechanics, 1983
- BANK-EROSION DISCHARGE BASED ON A NON-EQUILIBRIUM THEORYProceedings of the Japan Society of Civil Engineers, 1981