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Article
Growth Model for Sand Wavelets
Journal of Hydraulic Engineering
  • D. Zhou
  • Cesar Mendoza, Missouri University of Science and Technology
Abstract

Lower-flow regime sand waves emerge from flat sand beds under steady uniform flow conditions. The time variation of the sand-wavelet height and length from inception to equilibrium are derived from linear and nonlinear ordinary differential equation models. The nonlinear model predicts more reasonably time variations of the bed-form length than the linear model. The results of the model are supported by the laboratory experimental data of Bishop in 1977 and Melville and Coleman in 1994.

Department(s)
Civil, Architectural and Environmental Engineering
Keywords and Phrases
  • Bedforms,
  • Bedripples,
  • Dunes,
  • Energy,
  • Sand Wave,
  • Wave Length,
  • Wave Height
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2005 American Society of Civil Engineers (ASCE), All rights reserved.
Publication Date
1-1-2005
Publication Date
01 Jan 2005
Disciplines
Citation Information
D. Zhou and Cesar Mendoza. "Growth Model for Sand Wavelets" Journal of Hydraulic Engineering (2005) ISSN: 0733-9429
Available at: http://works.bepress.com/cesar-mendoza/3/