A simplified model of rip currents systems around discontinuous submerged barriers

被引:25
作者
Bellotti, G [1 ]
机构
[1] Univ Roma Tre, DSIC, I-00146 Rome, Italy
关键词
rip currents; set-up; wave breaking; submerged breakwaters;
D O I
10.1016/j.coastaleng.2004.04.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Although in the last years, several numerical models have been shown to be able to reproduce rip currents around discontinuous submerged barriers, only few simple methods of practical use are available for estimating main flow parameters, like the current intensity and the mean water levels, in terms of geometrical (barrier and gap dimensions) parameters and wave characteristics. The aim of this paper is to present a simplified model to be used for an easy estimate of these important rip currents parameters. The model, which is based on rough simplifications, considers the area between the shoreline and the barrier as a reservoir in which water is pumped by breaking short waves across the barrier and from which water flows out at the gap. Four equations (mass and momentum conservation across the barrier, free discharge at the gap and balance of water pumped towards the shore and freely flowing offshore) are used to derive one single model equation that can be solved for the wave set-up and subsequently used for rip current velocity calculation. Two free parameters appear in this equation which respectively account for energy losses at the gap (C-v) and bed friction (mu). The proposed model is validated against available laboratory experiments to show its ability in providing reasonable estimates of the desired parameters, that may be considered by engineers adequate at the preliminary design stage of submerged breakwaters and that can be used for evaluating hydrodynamics on barred beaches. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:323 / 335
页数:13
相关论文
共 19 条
[1]   Mean currents and sediment transport in a rip channel [J].
Aagaard, T ;
Greenwood, B ;
Nielsen, J .
MARINE GEOLOGY, 1997, 140 (1-2) :25-45
[2]   Integral flow properties of the swash zone and averaging [J].
Brocchini, M ;
Peregrine, DH .
JOURNAL OF FLUID MECHANICS, 1996, 317 :241-273
[3]  
BROCCHINI M, 2002, P 28 COAST ENG C ASC, P772
[4]   Boussinesq modeling of a rip current system [J].
Chen, Q ;
Dalrymple, RA ;
Kirby, JT ;
Kennedy, AB ;
Haller, MC .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1999, 104 (C9) :20617-20637
[5]  
Chow V. T., 1959, Open Channel Hydraulics, P680
[6]  
DALRYMPLE RA, 1978, INT C COAST ENG ASCE, P1414
[7]   An experimental study of rip channel flow [J].
Dronen, N ;
Karunarathna, H ;
Fredsoe, J ;
Sumer, BM ;
Deigaard, R .
COASTAL ENGINEERING, 2002, 45 (3-4) :223-238
[8]   Wave set-up on coral reefs .1. Set-up and wave-generated flow on an idealised two dimensional horizontal reef [J].
Gourlay, MR .
COASTAL ENGINEERING, 1996, 27 (3-4) :161-193
[9]  
Haas K. A., 2000, CACR0006 U DEL
[10]   Laboratory measurements of the vertical structure of rip currents [J].
Haas, KA ;
Svendsen, IA .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2002, 107 (C5)