The elevation and duration of The elevation and duration of wave crests elevationduratio00seel Year: 1983 For Measuring Incident Conditions 22 m to Wove Generotor Figure 6. Experimental setup in CERC's tank Table 1. Summary of CERC .aboratory test data. Wave tank Wave Bottom Test Data conditions slope setup. Fig. No. xn App. by by m Monochromatic Horizontal 3 A by by m Irregular Horizontal 3 B, C by by m Monochromatic Horizontal 5 A by by m Irregular Horizontal and 1 on 30 6 D 271 tanh 2Trd La (2) where T is the wave period
The elevation and duration of The elevation and duration of wave crests elevationduratio00seel Year: 1983 For Measuring Incident Conditions 22 m to Wove Generotor Figure 6. Experimental setup in CERC's tank Table 1. Summary of CERC .aboratory test data. Wave tank Wave Bottom Test Data conditions slope setup. Fig. No. xn App. by by m Monochromatic Horizontal 3 A by by m Irregular Horizontal 3 B, C by by m Monochromatic Horizontal 5 A by by m Irregular Horizontal and 1 on 30 6 D 271 tanh 2Trd La (2) where T is the wave period and d the water depth. For sinusoidal blade motion the restriction on the Ursell number was to eliminate the influence of secondary waves; the cnoidal wave data were collected by Weggel (1976b) and are discussed in Section 2. The irregular waves used in this study included a wide range of spectral types and relative depths. Spectra were simulated by taking various theoreti- cal spectra, such as Pierson-Moskowitz, Joint North Sea Wave Project (JONSWAP), Bretschneider, and the six-parameter spectra of Ochi and Hubble (1976), and slicing the spectra into 60 equal area segments with each segment represented by a sinusoidal component at the frequency of the midpoint of the segment. Each component was transformed into a piston blade motion using Biesel's equation (Biesel, 1951) at the given frequency and assuming a random-phase relation among the components. The time histories of the 60 components were 15
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