Sand Dunes in Steady Flow at Low Froude Numbers: Dune Height Evolution and Flow Resistance

S. L. Niemann, Jørgen Fredsøe, Niels Gjøl Jacobsen

    Research output: Contribution to journalJournal articleResearchpeer-review

    Abstract

    The development of sand dunes in an erodible bed exposed to flowing water is considered using a numerical flow model. The bed is initially given a small perturbation, which is followed in the time domain. Examples are given where a sinusoidal perturbation reaches the fully developed steady equilibrium shape. The flow modeling is based on a k-ω turbulence closure. The sediment transport is assumed to be bed-load only, with an avalanche-like movement on the steep dune front. The model is also found capable of predicting the growth in wavelength if the initially prescribed wavelength is sufficiently short. Results of the dune development are presented for different initial wavelengths. It is demonstrated that an equilibrium shape is developed for a range of wavelength-depth ratios as long as this ratio is sufficiently small.
    Original languageEnglish
    JournalJournal of Hydraulic Engineering (New York)
    Volume137
    Issue number1
    Pages (from-to)5
    ISSN0733-9429
    DOIs
    Publication statusPublished - 2011

    Bibliographical note

    © 2011 ASCE

    Keywords

    • Flow resistance
    • Avalanches
    • Numerical models
    • Boundary layer flow
    • Sediment transport
    • River morphology
    • Dune height
    • Sand waves

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