1984
DOI: 10.1175/1520-0469(1984)041<1073:aspadf>2.0.co;2
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Analytical Surface Pressure and Drag for Linear Hydrostatic Flow over Three-Dimensional Elliptical Mountains

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Cited by 92 publications
(90 citation statements)
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“…For example, the total amount of momentum transported vertically by the waves depends on the wind direction relative to the orientation of the unresolved topography in each AGCM grid cell. This is accomplished by characterizing the sub-grid topography by a variable number of identical ellipses and using the linear theory derived by Phillips (1984) to determine pressure drag associated with the 3-D wave field.…”
Section: Orographic Dragmentioning
confidence: 99%
“…For example, the total amount of momentum transported vertically by the waves depends on the wind direction relative to the orientation of the unresolved topography in each AGCM grid cell. This is accomplished by characterizing the sub-grid topography by a variable number of identical ellipses and using the linear theory derived by Phillips (1984) to determine pressure drag associated with the 3-D wave field.…”
Section: Orographic Dragmentioning
confidence: 99%
“…The present study has shown that the drag due to internal Rossby-gravity waves existing in a stably stratified westerly flow is not only much larger than the equivalent inertia-gravity wave drag (Smith, 1979a;Ólafsson and Bougeault, 1997), but also larger than the equivalent pure gravity wave drag (Phillips, 1984). Additionally, it is typically comparable with the barotropic wave drag existing in a neutral but vertically bounded atmosphere (Janowitz, 1977).…”
Section: Discussionmentioning
confidence: 99%
“…Phillips, 1984;Ólafsson and Bougeault, 1997;Teixeira and Miranda, 2006). For simplicity, the main axes of the ellipse are assumed to be aligned in the zonal (x) and meridional (y) directions.…”
Section: The Vertical Structure Equationmentioning
confidence: 99%
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“…The three dimensional linear models for uniform flow over an isolated obstacle were originally provided by Wurtele (1957) [14], Crapper (1959Crapper ( , 1962 [15] [16], and Janowitz (1984) [17] for non-hydrostatic flows and by Smith (1980Smith ( , 1988Smith ( , 1989 [18]- [20] and Phillips (1984) [21] for hydrostatic flows. Crapper (1962) [16], Sharman and Wurtele (1983) [22], Gjevik and Marthinsen (1978) [23], and GrubiŠić and Smolarkiewicz (1997) [24] examined the effect of vertical variations in wind speed and stability of the environment.…”
Section: Introductionmentioning
confidence: 99%