Results 161 to 170 of about 219,136 (180)
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Prediction of Irregular Wave Overtopping

2023
Rates of wave overtopping of structures can be predicted by means of an equation presented in the Shore Protection Manual (SPM)(eg. 7-6, U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1975; Weggel, 1976). Implicit in the use of this equation is the assumption of monochromatic waves; i.e., waves of uniform height and period.
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Irregular Wave Height Transformation Using Representative Wave Approach

Coastal Engineering Journal, 2003
Many researchers have pointed out that the use of representative wave approach can give erroneous results in the computation of irregular wave height transformation.
Winyu Rattanapitikon   +2 more
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An Irregular Rhythm with Missing P Waves

Journal of Insurance Medicine, 2018
An electrocardiogram on a life insurance applicant with a history of surgically repaired congenital heart disease displays an irregular rhythm with occasional missing P waves.
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Irregular and Non-linear Waves

2011
The surface waves of the sea are almost always random in the sense that detailed configuration of the surface varies in an irregular manner in both space and time. Section 7.1 contains a brief description of the Wiener spectrum in connection with the generalised Fourier representations for the surface waves (S.
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Prediction of Irregular Wave Runup

2023
Source: https://erdc-library.erdc.dren.mil/jspui/
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WAVE-MUD INTERACTION UNDER IRREGULAR WAVES

Coastal Engineering 2002, 2003
Mohsen Soltanpour, Tomoya Shibayama
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On Nonlinear Ship Motions in Irregular Waves

Journal of Ship Research, 1966
It is shown that the transfer functions characterizing the nonlinear response of ships in irregular seas can be obtained from high order moments of the ship motions by an extension of standard spectral-analysis techniques. Hence, full-scale measurements can be used to determine, for example, the coefficients of excess wave resistance and lateral drift.
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Estimating Nearshore Significant Wave Height for Irregular Waves

2023
Design curves for predicting nearshore significant wave height for irregular wave conditions, given deepwater wave conditions and the nearshore bottom slope, are presented. Examples of the curves. used are given. The design curves were developed using the analytical model of Goda (1975).
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Extreme Waves in laboratory Generated Irregular Wave Trains

1990
Large waves in experimental model scale random wave trains are investigated. Statistical distributions of crest heights, troughs and peak-to-peak wave heights are compared to the Rayleigh model and to linear numerical wave data. Wave heights are seen to agree well with the Rayleigh distribution.
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