|
Coastal Storms Program: Oregon Coastal Inundation Visualization Tool
Oregon Coastal Inundation Visualization Tool Model Calculation InformationThe following illustration and equations explain the foredune erosion model and wave runup calculation that are used in the mapping application. The runup elevation of storm waves can assist in calculating the amount of erosion that might occur to a beach or property as a result of a storm. For the Oregon coast model, the wave runup values are dependent on the deepwater wave height, among other physical factors. Foredune Erosion ModelThe illustration below shows the foredune erosion model and how it is calculated. Total water level, the sum of the measured tide (Et) and the runup of waves (R) on the beach, compared with the elevation (Ej) of the toe of the foredunes are presented. Calculating Wave RunupTotal water lever (runup) = R + ET, where R is the wave runup height and ET is the measured tide level. In this application ET data are collected real-time from the NOAA Center for Operational Oceanographic Products and Services (CO-OPS). Potential erosional conditions are assumed to occur when 2% of wave runup maxima, represented as R2%, reach or exceed the elevation of the beach-face junction. The formula that represents these conditions is R2% = 0.27(SHL)1/2 where R2% is the 2% exceedance value of runup maxima S = Slope (a value taken from beach profiles) H = Deep water wave height (collected real-time from the National Data Buoy Center) L = Deep water wave length L = (g/2π)2, where g = gravity (9.8 meters per second2) and T = wave period (collected real-time from the National Data Buoy Center) Source: Ruggiero, P.; Komar, P.D.; McDougal, W.G.; Marra, J.J.; and Beach, R.A., 2001. Wave runup, extreme water levels and the erosion of properties backing beaches. Journal of Coastal Research, 17(2), 407-419. (PDF, 3.5 MB). Note: This document is in Portable Document Format (PDF). Download Adobe® Reader to view the document. |