EFFECTS OF BREAKING WAVE-INDUCED TURBULENCE WITHIN A LONGSHORE-CURRENT MODEL

Citation
Jc. Church et Eb. Thornton, EFFECTS OF BREAKING WAVE-INDUCED TURBULENCE WITHIN A LONGSHORE-CURRENT MODEL, Coastal engineering, 20(1-2), 1993, pp. 1-28
Citations number
32
Categorie Soggetti
Engineering, Civil
Journal title
ISSN journal
03783839
Volume
20
Issue
1-2
Year of publication
1993
Pages
1 - 28
Database
ISI
SICI code
0378-3839(1993)20:1-2<1:EOBWTW>2.0.ZU;2-Q
Abstract
A longshore current model which includes a modification of the bottom stress term due to the effects of breaking-wave induced turbulence is developed and applied to field data from both barred and planar beache s. This turbulence is postulated as producing a vertical mixing which alters the near-bottom vertical profile of the longshore current. As a result, the bottom fiction coefficient, c(f), used to relate the free stream current velocity to the bottom stress is modeled as consisting of two components, c(fl), a spatially constant value which is assumed to be related to bottom characteristics and c(fr), which is dependent upon breaking-wave induced near-bottom turbulence levels. Employing a one-dimensional turbulent kinetic energy equation to model this break ing-wave induced turbulence, a spatially varying bottom friction coeff icient is obtained. The spatially constant c(fl) is estimated based on data taken seaward of the surf zone, where the wind stress is assumed to be balanced by the bottom stress. The concept is demonstrated with out the inclusion of horizontal mixing in the longshore current model formulation. The model predicted cross-shore profiles of longshore cur rent show improved agreement with observations compared with treatment s using constant c(f) values.