Slow Interactions of Gravity Waves and a Corrugated Sea BedSource: Journal of Applied Mechanics:;1984:;volume( 051 ):;issue: 002::page 251DOI: 10.1115/1.3167608Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The effect of a corrugated sea bed on the linear theory of gravity water waves is considered. By straining the time variable, a perturbation solution is found in ε (the ratio of corrugation amplitude to mean water depth), through first order, for a wave system that is arbitrarily oriented with respect to the corrugations. That solution breaks down when the wave number k normal to the corrugation is a half-integer multiple of the wave number 2ω of the corrugations, i.e., when k = (ω, 2ω, .... Of these singularities, the first (k = ω) appears at the first order. To obtain a uniformly valid zeroth-order solution we include a zeroth-order reflected wave system, and obtain an alternation between incident and reflected waves on a time scale of order 0(ε−1 ). As representative of the other singular wave numbers, we consider k = 3ω, which singularity appears at the third order, and obtain a uniformly valid solution through second order (for the shallow water limit). Nonlinear effects are considered to the extent of noting that the zeroth-order linear and nonlinear results are identical, even for the first singular wave number k = ω.
keyword(s): Gravity (Force) , Waves , Seabed , Water AND Water waves ,
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| contributor author | A. Mitra | |
| contributor author | M. D. Greenberg | |
| date accessioned | 2017-05-08T23:17:05Z | |
| date available | 2017-05-08T23:17:05Z | |
| date copyright | June, 1984 | |
| date issued | 1984 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26236#251_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/98024 | |
| description abstract | The effect of a corrugated sea bed on the linear theory of gravity water waves is considered. By straining the time variable, a perturbation solution is found in ε (the ratio of corrugation amplitude to mean water depth), through first order, for a wave system that is arbitrarily oriented with respect to the corrugations. That solution breaks down when the wave number k normal to the corrugation is a half-integer multiple of the wave number 2ω of the corrugations, i.e., when k = (ω, 2ω, .... Of these singularities, the first (k = ω) appears at the first order. To obtain a uniformly valid zeroth-order solution we include a zeroth-order reflected wave system, and obtain an alternation between incident and reflected waves on a time scale of order 0(ε−1 ). As representative of the other singular wave numbers, we consider k = 3ω, which singularity appears at the third order, and obtain a uniformly valid solution through second order (for the shallow water limit). Nonlinear effects are considered to the extent of noting that the zeroth-order linear and nonlinear results are identical, even for the first singular wave number k = ω. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Slow Interactions of Gravity Waves and a Corrugated Sea Bed | |
| type | Journal Paper | |
| journal volume | 51 | |
| journal issue | 2 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3167608 | |
| journal fristpage | 251 | |
| journal lastpage | 255 | |
| identifier eissn | 1528-9036 | |
| keywords | Gravity (Force) | |
| keywords | Waves | |
| keywords | Seabed | |
| keywords | Water AND Water waves | |
| tree | Journal of Applied Mechanics:;1984:;volume( 051 ):;issue: 002 | |
| contenttype | Fulltext |