2013
DOI: 10.1016/j.coastaleng.2013.08.009
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The depth-varying response of coastal circulation and water levels to 2D radiation stress when applied in a coupled wave–tide–surge modelling system during an extreme storm

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Cited by 31 publications
(23 citation statements)
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References 43 publications
(19 reference statements)
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“…Weber et al (2006) estimated that the wave induced stress is about 50 % of the total atmospheric stress for moderate to strong wind. Wolff et al (2011) studied the effects of waves on hydrodynamics; Brown et al (2013) considered the wave effects on the storm surges; and Roland et al (2009) studied wave effects on water level for the Adriatic Sea. The importance of ocean depth and velocity variations for the simulated waves in the estuaries is analysed by Pleskachevsky et al (2011) and Lin and Pierre (2003).…”
Section: Introductionmentioning
confidence: 99%
“…Weber et al (2006) estimated that the wave induced stress is about 50 % of the total atmospheric stress for moderate to strong wind. Wolff et al (2011) studied the effects of waves on hydrodynamics; Brown et al (2013) considered the wave effects on the storm surges; and Roland et al (2009) studied wave effects on water level for the Adriatic Sea. The importance of ocean depth and velocity variations for the simulated waves in the estuaries is analysed by Pleskachevsky et al (2011) and Lin and Pierre (2003).…”
Section: Introductionmentioning
confidence: 99%
“…Brown et al, 2013b) and is included in the present analysis. This method applies a vertically uniform stress to the depth-independent velocity component within the POLCOMS, whereas the 3D method applies a vertically-varying stress to the depth-varying velocity component within POLCOMS.…”
Section: Polcomsmentioning
confidence: 99%
“…Waves can contribute to the overall storm surge through wave setup induced by the radiation stress (Brown et al, 2013b;Brown and Wolf, 2009;Longuet-Higgins and Stewart, 1964). The total (wave plus meteorological) surge peak ( Figure 2c) correlates with the storm event,…”
Section: Wave Processes Within the Estuarymentioning
confidence: 99%
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“…3c, d), while the model tends to slightly underpredict the magnitude. Standard error metrics (R 2 coefficient of determination as used by Brown et al 2013a; RMS error and mean bias as used by Brown et al 2013b;and the Willmott et al (1985) index of agreement) are presented in Table 1 for both the residual circulation and waves. Further validation within the bay has been performed on the long-term residual circulation (Polton et al 2013).…”
Section: Model Validationmentioning
confidence: 99%