GenCade:Wave Calculation: Difference between revisions
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The internal model is applicable to a sea bottom with approximately straight and parallel contours, and breaker height and angle are calculated at grid points alongshore starting from the reference depth of the offshore wave input (Figure 1a). If an external wave model is used (Figure 1b), it calculates wave transformation over the actual (irregular) bathymetry starting at the offshore reference depth. Resultant values of wave height and direction at depths alongshore for which wave breaking has not yet occurred are placed in a file (by the modeler) for input to the internal wave model. These depths, taken, for example, as the depths in each wave calculation cell immediately outside the 6-m (20-ft) contour, define a “nearshore reference line,” from which the internal wave model in GenCade takes over grid cell by grid cell to bring the waves to the breaking point. If structures which produce diffraction are located in the modeling reach, the internal model will automatically include the effect of diffraction in the process of determining breaking wave characteristics. | The internal model is applicable to a sea bottom with approximately straight and parallel contours, and breaker height and angle are calculated at grid points alongshore starting from the reference depth of the offshore wave input (Figure 1a). If an external wave model is used (Figure 1b), it calculates wave transformation over the actual (irregular) bathymetry starting at the offshore reference depth. Resultant values of wave height and direction at depths alongshore for which wave breaking has not yet occurred are placed in a file (by the modeler) for input to the internal wave model. These depths, taken, for example, as the depths in each wave calculation cell immediately outside the 6-m (20-ft) contour, define a “nearshore reference line,” from which the internal wave model in GenCade takes over grid cell by grid cell to bring the waves to the breaking point. If structures which produce diffraction are located in the modeling reach, the internal model will automatically include the effect of diffraction in the process of determining breaking wave characteristics. | ||
== Useful Links == | |||
[[GenCade References| GenCade References]] | |||
[[GenCade| GenCade Home Page]] | [[GenCade| GenCade Home Page]] | ||
[[GenCade#GenCade_Documentation| GenCade Documentation Portal]] | [[GenCade#GenCade_Documentation| GenCade Documentation Portal]] | ||
Revision as of 15:24, 21 December 2022
Offshore wave information can be obtained from either “numerical” gages, i.e., from a hindcast calculation, or from actual wave gages. Wave data are input to the model at a fixed time interval, typically in the range of 3-24 hr. One submodel in GenCade is a wave model which calculates breaking wave height and angle alongshore as determined from wave information given at a reference depth offshore, under simplified conditions. This submodel is called the internal wave model. If the internal wave model cannot be used, a completely independent, external wave model, may be used to supply nearshore wave information to GenCade. Usage of these internal and external models is shown in Figure 1.
The internal model is applicable to a sea bottom with approximately straight and parallel contours, and breaker height and angle are calculated at grid points alongshore starting from the reference depth of the offshore wave input (Figure 1a). If an external wave model is used (Figure 1b), it calculates wave transformation over the actual (irregular) bathymetry starting at the offshore reference depth. Resultant values of wave height and direction at depths alongshore for which wave breaking has not yet occurred are placed in a file (by the modeler) for input to the internal wave model. These depths, taken, for example, as the depths in each wave calculation cell immediately outside the 6-m (20-ft) contour, define a “nearshore reference line,” from which the internal wave model in GenCade takes over grid cell by grid cell to bring the waves to the breaking point. If structures which produce diffraction are located in the modeling reach, the internal model will automatically include the effect of diffraction in the process of determining breaking wave characteristics.