1995
DOI: 10.1016/0278-4343(94)00065-u
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A dynamical system for classifying buoyant coastal discharges

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Cited by 241 publications
(183 citation statements)
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“…For most large-scale buoyancy driven coastal currents, K is ~3 or 4 [Garvine, 1995]. Ri then depends on the ratio of the two slopes, a/s, and will be •-10 times this ratio.…”
Section: Discussionmentioning
confidence: 99%
“…For most large-scale buoyancy driven coastal currents, K is ~3 or 4 [Garvine, 1995]. Ri then depends on the ratio of the two slopes, a/s, and will be •-10 times this ratio.…”
Section: Discussionmentioning
confidence: 99%
“…Hydrographic data were collected with h Neil Brown Mark IV (1992 and 1993) or a Sea-Bird 911 Plus (1994 and1995) CTD system. The instruments were factory calibrated after each cruise, and an offset was applied to the CTD salinities based on comparisons with bottle salinities.…”
Section: Methodsmentioning
confidence: 99%
“…Yankovsky and Chapman (1997) derived two length scales based on outflow properties (velocity, depth and density anomaly) and used them to discriminate between bottom-advected, intermediate and surface-advected plumes, depending on the vertical and horizontal density gradients near the plume front; in spite of the absence of external forcing mechanisms in their theory, they correctly predicted the plume type for several numerical and real cases. Garvine (1987) classified plumes as supercritical or subcritical using the ratio of horizontal discharge velocity to internal wave phase speed and he later proposed (Garvine, 1995) a classification system based on bulk properties of the buoyant discharge. Referenced plume studies present numerical modelling of the case, in situ observations (Sherwin et al, 1997;Warrick & Stevens, 2011;Ogston et al, 2000), satellite observations (Di Giacomo et al, 2004;Nezlin and Di Giacomo, 2005;Molleri et al, 2010) or aerial photographs (Figueiredo da Silva et al, 2002;Burrage et al, 2008).…”
Section: Introductionmentioning
confidence: 99%