Parameterizing wave runup with an effective peak frequency

Julia W Fiedler1, William C O'Reilly1, Katherine L Brodie2, Jesse McNinch2 and Robert T Guza1, (1)Scripps Institution of Oceanography, La Jolla, CA, United States, (2)US Army Engineer Research & Development Center, Coastal and Hydraulics Laboratory, Duck, NC, United States
Abstract:
Total wave runup is a combination of steady (wave setup) and oscillating (swash) components. The oscillating component is often parameterized as a function of beach slope β, deep water significant wave height H0, and wavelength L0 = g fp-2/(2pi),where fp is the frequency for which the energy spectrum E(f) is maximum. However, fp is unstable when E(f) contains sea and swell peaks of approximately equal energy, and the parameterized runup can jump by a nonphysical factor of 4, depending on which peak is dominant. Here, different definitions of effective frequency fe, based on integrals of E(f) rather than the peak, are developed and tested with two unique data sets. Wave runup was measured with pressure sensors and a scanning lidar on a low-slope (1:80) dissipative beach and steep (1:8) reflective beach. Incident deep water wave heights ranged from 0.3 m -7.5 m, with peak periods between 5-20 s. Preliminary results show the magnitude of runup (composed of both infragravity and incident band waves) is most highly correlated with an fe that weights low frequency swell more heavily than high frequency sea. For a sharp uni-modal incident wave spectrum, fe = fp.