1987
DOI: 10.1575/1912/5368
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Programs for computing properties of coastal-trapped waves and wind-driven motions over the continental shelf and slope

Abstract: Documentation and listings are presented for a sequence of computer programs to be used for problems in continental shelf dynamics. Three of the programs are to be used for computing properties of free and forced coastal-trapped waves. A final program may be used to compute wind-driven fluctuations over the continental shelf and slope.

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Cited by 67 publications
(78 citation statements)
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“…As a first step, we will use ROMS outputs (cross‐shore topographic and stratification vertical profiles) to estimate the CTW modal structures along the southwestern American and African coasts from the Brink and Chapman () formulation (cf., section 4.1 for the modal structure). Then CTW multimode linear model parameters (phase speed, frictional, and wind projection coefficients) will be derived and twin LCM configurations of the SEP and SEA (cf., section 4.3) will be developed.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…As a first step, we will use ROMS outputs (cross‐shore topographic and stratification vertical profiles) to estimate the CTW modal structures along the southwestern American and African coasts from the Brink and Chapman () formulation (cf., section 4.1 for the modal structure). Then CTW multimode linear model parameters (phase speed, frictional, and wind projection coefficients) will be derived and twin LCM configurations of the SEP and SEA (cf., section 4.3) will be developed.…”
Section: Resultsmentioning
confidence: 99%
“…In order to compute the free CTW modal structures and CTW linear model parameters along the coasts of southwestern American and African continents, we applied a modified version of the Brink and Chapman () Coastal‐Trapped Wave programs which solve equation (2), using a technique based on resonance iteration approach (Brink, ; Wang & Mooers, ). For a given cross‐shore section, providing the cross‐shore topographic profile and the stratification vertical profile, they calculate the CTW mode structures ( Fn|x,z) as well as the associated phase speed ( cn).…”
Section: Coastal‐trapped Wave Decompositionmentioning
confidence: 99%
“…A decomposition of the ROMS subseasonal coastal variability into free CTW modes is performed following the new methodology developed and described in the companion paper (Illig et al, ). At all cross‐shore sections along the southwestern African and South American continents, every 1/12°, CTW modal structures of the first four free CTW modes are derived using ROMS mean (2000–2008) stratification and topography by applying the Brink and Chapman () Coastal‐Trapped Wave programs. Subseasonal model pressure anomalies are then projected onto these structures based on the modal structure orthonormal conditions (Brink, ).…”
Section: Model Configurations and Methodologiesmentioning
confidence: 99%
“…To interpret the observed flow variability along the Peruvian coast in terms of CTW, the cross-shore-depth structure of 185 CTWs was determined by considering the linear, hydrostatic, inviscid, and Boussinesq approximated equations of motion on an f-plane using local bathymetry and stratification (Brink, 1982;1989;Illig et al, 2018a). For alongshore scales larger than cross-shore scales and horizontally uniform stratification, cross-shore-vertical mode structures (eigenfunctions) and corresponding phase velocities (eigenvalues) solutions can be obtained from the simplified set of equations by using a resonance iteration approach (Brink, 1982;Brink and Chapman, 1987). 190…”
Section: Theoretical Coastal Trapped Wave Structurementioning
confidence: 99%