Field observations of bedforms and sediment transport thresholds of fine sand under combined waves and currents

Authors
Citation
Mz. Li et Cl. Amos, Field observations of bedforms and sediment transport thresholds of fine sand under combined waves and currents, MARINE GEOL, 158(1-4), 1999, pp. 147-160
Citations number
36
Categorie Soggetti
Earth Sciences
Journal title
MARINE GEOLOGY
ISSN journal
00253227 → ACNP
Volume
158
Issue
1-4
Year of publication
1999
Pages
147 - 160
Database
ISI
SICI code
0025-3227(199906)158:1-4<147:FOOBAS>2.0.ZU;2-J
Abstract
Seabed video images and S4 wave-current meter data, collected during the bu ild-up of a moderate storm on the Scotian Shelf, are analysed for bedform d evelopment and sediment transport threshold of fine sand under combined wav es and currents. As the storm built up, the following sequence of bedforms was observed: (1) relict wave-dominant ripples with worm tubes and animal t racks during the preceding fairweather period; (2) irregular, sinuous, asym metrical current-dominant and intermediate wave-current ripples under bedlo ad transport; (3) regular, nearly straight or sinuous asymmetrical to sligh tly asymmetrical wave-dominant ripples under saltation/suspension; (4) uppe r-plane bed under sheet-flow conditions; (5) small, crest-reversing, transi tory ripples at the peak of the storm; and (6) large-scale lunate megarippl es which developed when the storm decayed. These data also show that only s ingle sets of asymmetrical intermediate wave-current ripples will form when waves and currents are co-linear. The development of the crest-reversing t ransitory ripples indicates a high-energy transition stage under quasi-shee t-flow conditions. A direct comparison of the skin-friction combined shear velocity and the critical shear velocities for bedload, suspension and shee t-flow transport under-estimated the onset of these sediment transport mode s. As the presence of ripples causes the shear stress to increase from ripp le trough to ripple crest, the ripple-enhanced skin-friction shear velocity must be used to determine properly the initiation of bedload transport. At high transport stages, the boundary layer dynamics is controlled mainly by the thickness of the bedload transport layer. Thus a transport-related bed load shear velocity, predicted based upon the sum of the grain roughness an d bedload roughness, has to be compared against the conventional threshold criterion to properly define the onset of suspension and sheet-flow transpo rt modes. (C) 1999 Elsevier Science B.V. All rights reserved.