2006
DOI: 10.1016/j.ocemod.2006.01.003
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On reducing the slope parameter in terrain-following numerical ocean models

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Cited by 35 publications
(30 citation statements)
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References 11 publications
(6 reference statements)
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“…Another processoriented study was conducted by Batteen et al (2007) in the same area with a terrain-following, 3 km-resolution model. Filament structures were obtained off Cape Ghir when an iterative topography developed by Martinho and Batteen (2006) was used, while the Gaussian smoothed topography only generated little mesoscale activity.…”
Section: Introductionmentioning
confidence: 99%
“…Another processoriented study was conducted by Batteen et al (2007) in the same area with a terrain-following, 3 km-resolution model. Filament structures were obtained off Cape Ghir when an iterative topography developed by Martinho and Batteen (2006) was used, while the Gaussian smoothed topography only generated little mesoscale activity.…”
Section: Introductionmentioning
confidence: 99%
“…Since the lack of eddy separation off Cabo de Sao Vicente is a consequence of a numerical choice, i.e., in this case, bathymetry smoothing, an alternative type of smoothing the topography, called a one-dimensional direct iterative method (Martinho and Batteen, 2006) is now applied to the NCCS. A comparison by Martinho and Batteen (2006) of the traditional 2D smoothing with Gaussian filters (as used in Experiments 2 and 3) (Fig.…”
Section: Results Of Experiments 4 -Iterative Topography Experimentsmentioning
confidence: 99%
“…A comparison by Martinho and Batteen (2006) of the traditional 2D smoothing with Gaussian filters (as used in Experiments 2 and 3) (Fig. 10b) with this alternative method (Fig.…”
Section: Results Of Experiments 4 -Iterative Topography Experimentsmentioning
confidence: 99%
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“…A new topography smoothing technique (Martinho and Batteen, 2006) was used, which preserves the original configuration of the coastline, continental shelf break, seamounts, and islands, while still reducing the slope parameter to an acceptable value at all grid points. According to Mellor et al (1998), the slope parameter must be less than 0.2 at all locations in order to decrease the pressure gradient force error to an acceptable error (i.e., $0.5 cm s À1 ).…”
Section: Data Setsmentioning
confidence: 99%