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Experimental Studies of bed topography and flow patterns in large‐amplitude meanders: 2. Mechanisms
Author(s) -
Whiting Peter J.,
Dietrich William E.
Publication year - 1993
Publication title -
water resources research
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.863
H-Index - 217
eISSN - 1944-7973
pISSN - 0043-1397
DOI - 10.1029/93wr01756
Subject(s) - instability , geology , point bar , bank erosion , amplitude , meander (mathematics) , flow (mathematics) , channel (broadcasting) , wavelength , geometry , asymmetry , bar (unit) , mechanics , physics , geomorphology , erosion , optics , facies , mathematics , telecommunications , engineering , oceanography , structural basin , quantum mechanics
Large‐amplitude river meanders develop multiple scour holes within a single bend that are observed to be part of overlapping shingle bars (Whiting and Dietrich, this issue). These bars, having wavelengths near 4 channel widths, consist of a pool along the outer concave bank and a depositional lobe along the inner convex bank. The development of multiple pools and lobes within a bend has been shown to cause localized bank erosion and channel trace distortion expressed as planform asymmetry and compound heads. In this second paper we describe experiments designed specifically to test hypotheses that propose multiple pools to be the result of an overshoot phenomenon, to be a consequence of an alternate bar‐like instability, or to develop from a flow/planform instability. Although our experiments favor the hypothesis that multiple bars in bends of large amplitude arise from an alternate bar‐like instability, experiments conducted over an immobile flat bed also reveal longitudinal oscillations in flow that may arise in these long bends. This secondary effect interacts with shingle bars to amplify pool expression at particular points along the channel.