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  4. River bedform inception by flow unsteadiness: a modal and nonmodal analysis
 
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River bedform inception by flow unsteadiness: a modal and nonmodal analysis
File(s)
PhysRevE.Caruso.Et.Al.pdf (827.2 KB)
Published version
Author(s)
Caruso, A
Vesipa, R
Camporeale, C
Ridolfi, L
Schmid, PJ
Type
Journal Article
Abstract
River bedforms arise as a result of morphological instabilities of the stream-sediment interface. Dunes and antidunes constitute the most typical patterns, and their occurrence and dynamics are relevant for a number of engineering and environmental applications. Although flow variability is a typical feature of all rivers, the bedform-triggering morphological instabilities have generally been studied under the assumption of a constant flow rate. In order to partially address this shortcoming, we here discuss the influence of (periodic) flow unsteadiness on bedform inception. To this end, our recent one-dimensional validated model coupling Dressler's equations with a refined mechanistic sediment transport formulation is adopted, and both the asymptotic and transient dynamics are investigated by modal and nonmodal analyses.
Date Issued
2016-05-17
Date Acceptance
2016-04-27
Citation
Physical Review E, 2016, 93 (5)
URI
http://hdl.handle.net/10044/1/33764
DOI
https://www.dx.doi.org/10.1103/PhysRevE.93.053110
ISSN
1539-3755
Publisher
American Physical Society
Journal / Book Title
Physical Review E
Volume
93
Issue
5
Copyright Statement
© 2016 American Physical Society
Subjects
Science & Technology
Physical Sciences
Physics, Fluids & Plasmas
Physics, Mathematical
Physics
LINEAR-STABILITY ANALYSIS
BED FORMS
FLUME EXPERIMENTS
ERODIBLE BEDS
CHANNEL FLOWS
SAND-BED
DUNES
LOAD
DYNAMICS
RIPPLES
Fluids & Plasmas
01 Mathematical Sciences
02 Physical Sciences
09 Engineering
Publication Status
Published
Article Number
053110
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