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Figure 1: Schematic of important nearshore processes showing how the incident wave energy that drives the systems evolves as the waves progress from offshore to the shoreline (top to bottom of the figure). Wave evolution is grouped into processes occuring seaward of the break point (denoted ``shoaling'') and those within the surf zone (denoted ``breaking''). In both bases, energy is spread to lower (left) and higher (right) frequencies. The beach topography provides the bottom boundary condition for flow, so is important to wave processes. In turn, the waves move sediment, slowly changing the topography. Wind and tides may be important in some settings, but are not shown here. (from [ Holman, et al., 1990])

 
Figure 2: Frequency-cyclic wavenumber (f-K) spectra for an example data run from the SUPERDUCK experiment. a) spectrum calculated based on a longshore array of cross-shore velocity sensors. Well-defined peaks are indicated, with relative energy shown with shading. All gravity waves must reside between the two curved mode-0 dispersion curves. Shear waves, the sloping line of energy to the right, show wavenumbers that are substantially too large to be gravity waves. b) Expected frequency wavenumber combinations for rapidly growing shear instabilities. The match between theory and data provides strong support for the shear wave model of far infragravity motions. (from [ Dodd, et al., 1992])

 
Figure 3: Time series of mean locations for the shoreline, inner and outer bar over a six year period at Duck, NC. Values are averages over a 400 m longshore extend and over the period of one month. The annual cycle is apparent in 1986, 1987 and 1990/1. However, the disappearance of the outer bar in 1988/9 apparently made the inner bar unstable, with a terrace developing that was hard to distinguish from the shoreline. Long data sets are invaluable in showing behavior that had not been previously expected. (from [ Lippmann and Holman, 1993])



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