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Migrating sand waves
Authors:Email author" target="_blank">Giovanni?BesioEmail author  Paolo?Blondeaux  Maurifio?Brocchini  Giovanna?Vittori
Institution:(1) DIAm Dipartimento di Ingegneria Ambientale, Università di Genova Via Montallegro, 16145 Genua, Italy
Abstract:A simple mathematical model is described, which reproduces the major features of sand waves' appearance and growth and in particular predicts their migration speed. The model is based on the linear stability analysis of the flat configuration of the sea bottom subject to tidal currents. Attention is focused on the prediction of the complex growth rate Gamma that bottom perturbations undergo because of both oscillatory fluid motions and residual currents. While the real part Gammar of Gamma controls the amplification or decay of the amplitude of the bedforms, the imaginary part Gammai is related to their migration speed. Previous works on the migration of the sand waves (Németh etblankal. 2002) consider a forcing tide made up by the M2 constituent (oscillatory period equal to 12 h) plus the residual current Z0 and predict always a downcurrent migration of the bedforms. However, field cases exist of upcurrent-migrating sand waves (downcurrent/upcurrent-migrating sand waves mean bedforms moving in the direction of the steady residual tidal current or in the opposite direction, respectively). The inclusion of a tide constituent characterized by a period of 6 h (M4) is the main novelty of the present work, which allows for the prediction of the migration of sand waves against the residual current Z0. Indeed, the M4 tide constituent, as does also the residual current Z0, breaks the symmetry of the problem forced only by the M2 tide constituent, and induces sand-wave migration. The model proposed by Besio etblankal. (2003a) forms the basis for the present analysis. Previous works on the subject (Gerkema 2000; Hulscher 1996a,b; Komarova and Hulscher 2000) are thus improved by using a new solution procedure (Besio etblankal. 2003a) which allows for a more accurate evaluation of the growth rate for arbitrary values of the parameter r, which is the ratio between the horizontal tidal excursion and the perturbation wavelength. Responsible Editor: Jens Kappenberg
Keywords:Sand Waves  Tidal and residual currents  Morphodynamic stability  Bedforms migration  Sediment transport
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