Using bedform migration and orientation to infer sediment transport pathways in a sandy braided river
Using bedform migration and orientation to infer sediment transport pathways in a sandy braided river
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DOI:
10.1201/9781315644479-180
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发表时间:
2016
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影响因子:
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通讯作者:
C. Unsworth;A. Nicholas;P. Ashworth;C. Simpson;J. Best;S. Lane;D. Parsons;G. Sambrook
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文献类型:
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作者:
C. Unsworth;A. Nicholas;P. Ashworth;C. Simpson;J. Best;S. Lane;D. Parsons;G. Sambrook
The morphodynamics of sandy braided rivers are complicated by the presence of bedforms, which alter the spatial distribution of momentum, shear and sediment transport. These effects are not understood well and are typically simplified in morphodynamic models. This paper presents acoustic Doppler current profiler (aDcp) measurements of flow, and unmanned aerial vehicle (UAV) photogrammetric surveys of a 600 m reach of the sandy braided South Saskatchewan River, Canada. The response of alluvial bedforms to varying flow direction, bed-slope and sediment availability is examined, and the use of bedform crestline tracking to estimate sediment transport direction is discussed. Bedform crest orientation is also spatially linked to the migration rate of nearby bedforms. Thus, a crosschannel gradient in crest migration rate can cause slower migrating crestlines to be stretched downstream (e.g., at bar fronts). In addition, rates of sediment transport and bedform migration are likely to be affected by spatial lag effects associated with supply limited transport. This may be important in braided rivers that are characterized by a mixture of sediment rich and starved areas, for example, due to deposition of sediment onto bar slip faces. Herein, we present results from a study using a combination of high-resolution UAV and aDcp field data measurements of the South Saskatchewan River, Canada (cf. Parker et al., 2013), that seeks to quantify and understand how topography and flow interact to control the routing of sediment within braided river channels. 2 FIELD DATA COLLECTION Data quantifying channel morphology, flow and sediment transport were collected within a 600 m by 100 m reach of the river in 2015 (Figure 1a). The study reach is characterized by a range of bedform scales, with dunes up to 0.3 m high and 3 m in length, and unit bars up to 0.9 m high and > 50 m wide (Figure 1b). The study reach was bounded by an emergent bar on the true right and by vegetated floodplain on the true left. Mean 3D flow velocity data were acquired by repeated measurement at crosssections 30 m apart to derive an average cross section flow structure using a SonTek M9 aDcp (Figure 2a). The spatial distribution and orientation of bedforms was quantified with repeated UAV surveys, whereby images were rectified and merged using Structure from Motion photogrammetry using the software Pix4D (Figures 1-4). A low resolution (1 m x 0.5 m) DEM was produced by interpolating the aDcp depth soundings and used to estimate the mean bed slope (Figure 3).