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contributor authorYiannis A. Papadimitrakis
contributor authorEn Y. Hsu
contributor authorRobert L. Street
date accessioned2017-05-08T21:09:04Z
date available2017-05-08T21:09:04Z
date copyrightJanuary 1987
date issued1987
identifier other%28asce%290733-950x%281987%29113%3A1%2839%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40563
description abstractThe structure of a mechanically‐generated sinusoidal, water‐wave train of fixed frequency is examined under the influence of wind. The characteristics of this wave train were obtained with the aid of capacitance‐type wave height gauges in a wind‐wave research facility at Stanford University. Experimental results are given for seven wind speeds in the range 140–400 cm/s and 1 Hz, 2.54 cm (nominal) amplitude, mechanically‐generated waves. The amplitude and phase of the various wave components were deduced by a simple method using their traveling wave property and their characteristic dependence upon the streamwise position in the channel. The dispersion relation and component phase speeds were also examined. It was found that: (1) The amplitude of the forced and free‐traveling second harmonics compares favorably with existing theories; and (2) the nonlinearities of the primary wave, the interaction between short gravity waves and the primary wave, and the advection effects of wind drift are mainly responsible for the deviation of the measured phase speeds from the linear theory. The latter results are consistent with the field measurements reported by other researchers, indicating that the apparent phase speeds at high frequencies are independent of the frequency. The measured phase speeds were also found to increase with wind speed, at a given frequency, in accord with previous laboratory measurements and theoretical computations.
publisherAmerican Society of Civil Engineers
titleCharacteristics of Mechanically‐Generated Waves
typeJournal Paper
journal volume113
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1987)113:1(39)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 001
contenttypeFulltext


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