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ARS Home » Southeast Area » Oxford, Mississippi » National Sedimentation Laboratory » Watershed Physical Processes Research » Research » Publications at this Location » Publication #164276

Title: INITIATION AND DEVELOPMENT OF SAND DUNES IN RIVER CHANNELS

Author
item VENDITTI, J - U. BRITISH COLUMBIA
item CHURCH, M - U. BRITISH COLUMBIA
item BENNETT, SEAN - U. BUFFALO, NY

Submitted to: Laboratory Publication
Publication Type: Government Publication
Publication Acceptance Date: 5/13/2004
Publication Date: 5/13/2004
Citation: Venditti, J.G., Church, M.A., Bennett, S.J. 2004. Initiation and development of sand dunes in river channels. USDA-ARS National Sedimentation Laboratory Research Report. No. 46. 316 pp.

Interpretive Summary: Problem: Alluvial river channels are the manifestation of a suite of hydraulic and sedimentary processes acting within the channel and watershed. These processes act to modify and adjust the channel shape and its response to storm events at spatial and temporal scales ranging from those of individual movements of sand grains to ones controlling channel migration and river flooding. In many alluvial channels typical of the Mississippi landscape, the channel bottom consists of a labile sand bed comprising bedforms (ripples and dunes) of many different sizes and geometries that control sediment movement and river stage during storm events. Our ability to predict these fluvial processes remains rudimentary because of the complex nature. Accomplishment: Controlled laboratory experiments were undertaken in a test channel set up with 0.5 mm sand bed. The objective was to improve our knowledge of processes responsible for the initiation and subsequent growth of dunes in sand bedded channels and, in particular, to determine why a flat sand bed becomes unstable and how this instability leads to ripple and dune development. Contribution to solving the problem: The results of the study are important to the hydraulic engineering community in that will lead to better flow stage-discharge relationships critical to accurate flood control assessments.

Technical Abstract: This study investigated the initiation of bedforms from a flat sand bed and the transition between two-dimensional (2D) and three-dimensional (3D) bedforms in stream channels. Experiments were undertaken in which a narrowly graded, 0.5 mm sand was subjected to a 0.155 m deep, non-varying mean flow ranging from 0.30-0.55 m s-1 in a 1 m wide flume. The initial flow conditions over the flat beds, prior to bedform development, were examined using laser Doppler anemometry to ensure that the flow agrees with standard models of flow and turbulence over hydraulically rough flat beds. Two types of bedform initiation were observed. The first occurs at lower flow strengths and is characterized by the propagation of defects via flow separation processes and local sediment transport to develop bedform fields. The second type of bedform initiation begins with the imprinting of a cross-hatch pattern on the flat sediment bed under general sediment transport which leads to chevron shaped forms that migrate independently of the initial structure. The chevron shapes are organized by a simple fluid instability that occurs at the sediment transport layer-water interface. Predictions from a Kelvin-Helmholtz instability model are nearly equivalent to the observations of bedform lengths in the experiments. The 2D bedforms initiated by the Kelvin-Helmholtz instability developed into dune features that grew exponentially towards equilibrium dimensions. Dune heights and lengths increased with flow strength while their migration rate decreased. There was no obvious transition from small ripples at the beginning of the runs to dunes when the sandwaves are larger. Morphological estimates of sediment transport associated with the dunes and estimates associated with 'sand sheets,' which are superimposed bedforms on the dunes, were identical, indicating that the material moved over the dunes is controlled by the sheets. Bedform phase diagrams suggest that 2D dunes should be formed under the hydraulic and sedimentary conditions observed in the experiments, but the bedforms became distinctly 3D. Overhead video revealed that, once 2D dunes are established, minor, transient excesses or deficiencies of sand are passed from one crestline to another. The bedform field appears capable of 'swallowing' a small number of such defects but, as the number grows with time, the resulting morphological perturbations produce a transition in bed-state to 3D forms that continue to evolve, but remain pattern-stable. A second set of experiments was conducted to determine if the 2D-3D bedform transition could be linked to drag reduction processes. Laboratory measurements of turbulent fluctuations in clear water over fixed 2D and 3D dune beds with identical lengths and heights were obtained in a 17 m long, 0.515 m wide flume. The measurements reveal that some 3D bedforms, particularly random arrangements, reduce form drag over dunes. This reduces the applied boundary shear stress and should also reduce or stabilize the sediment transport rate, imparting greater stability to the bed.