Results 181 to 190 of about 8,712 (235)
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Swash zone sediment fluxes: Field observations
Coastal Engineering, 2011Abstract This paper describes newly obtained, high-frequency observations of beach face morphological change over numerous tidal cycles on a macrotidal sandy beach made using a large array of ultrasonic altimeters. These measurements enable the net cross-shore sediment fluxes associated with many thousands of individual swash events to be quantified.
C.E. Blenkinsopp +3 more
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Surf and Swash Zone Hydrodynamics
1997Abstract : The long-term goal is to improve understanding of the hydrodynamics of the near-shore motions on beaches, with particular reference to the zone where the incident waves break, form surf, and run-up on the beach to give a fluctuating shoreline.
Ib A. Svendsen, D. H. Peregrine
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Hydrokinematic regions within the swash zone
Continental Shelf Research, 2007Abstract A method for delimiting the swash zone and regions within is presented. Two regions are recognized and distinguished by their differing flow kinematics. The outer swash region involves wave-swash interactions and related processes, whereas the inner swash region consists of pure swash motion (i.e., free from interaction with subsequent waves)
Michael G. Hughes, Adrienne S. Moseley
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Swash zone boundary conditions for long-wave models
Coastal Engineering, 2005Abstract In this note, a description of swash zone boundary conditions for implementation in wave-resolving and wave-averaging long-wave models is given along with a discussion of the role of such conditions on the modelling of the entire surf zone hydro-morphodynamics.
BELLOTTI, GIORGIO, M. BROCCHINI
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Onshore-Offshore Swash Zone Properties
2001Abstract : The goals of the project are to develop better understanding and predictive capability for non-linear time-dependent dynamics in the swash zone. Although sophisticated models for simulating swash hydrodynamic processes are available (a Navier-Stokes based swash model that implements the Volume of Fluid (VOF) method is being adapted under ...
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Probabilistic-Deterministic Modelling of Swash Zone Morphology
Coastal Sediments '07, 2007A probabilistic‐deterministic model for swash zone sediment transport is presented and applied to predict cross‐shore beach profile change under random waves. For accretionary conditions, inclusion of a random wave approach is essential for accurate representation of berm building processes. The model provides good estimates of beach volume changes for
T. E. Baldock +4 more
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Numerical simulation of swash zone fluid accelerations
Journal of Geophysical Research: Oceans, 2007A volume‐of‐fluid Navier‐Stokes solver incorporating a k‐ɛ closure model, NumErical Water FLUME (NEWFLUME) (Lin and Xu, 2005) is used to investigate the temporal and spatial structure of accelerations in the swash zone of steep beaches for surging, plunging, and nearly spilling waves.
Jack A. Puleo +2 more
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Hydrodinamics in the swash zone
2000This paper describes a study of the hydrodynamics in the swash zone using an impermeable concrete beach in a laboratory flume. Analysis was made of the measurements achieved using level wave gauges and a laser Doppler velocimeter. From these measurements we could derive the mean motion and turbulence characteristics along the main flow direction in ...
PETTI, Marco, LONGO S.
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Beach-face evolution in the swash zone
Journal of Fluid Mechanics, 2010We investigate swash on an erodible beach using the one-dimensional shallow-water equations fully coupled to a bed-evolution (Exner) equation. In particular, the dam-break/bore-collapse initial condition of Shen & Meyer (J. Fluid Mech., vol. 16, 1963, pp. 113–125) and Peregrine & Williams (J. Fluid Mech., vol. 440, 2001, pp.
Kelly, David Matthew, Dodd, Nick
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Swash Zone Dynamics due to Impulsive Waves
Journal of Waterway, Port, Coastal, and Ocean Engineering, 2011On the basis of the recently proposed boundary value problem for the nonlinear shallow water equations and the extension of its available solutions for swash zone flows, we propose regression curves for the prediction of the maximum runup and the maximum rundown induced by impulsive waves on a frictionless, uniformly sloping beach.
Antuono Matteo, Brocchini Maurizio
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