Surf zone eddies coupled with rip current morphology

被引:54
|
作者
MacMahan, JH [1 ]
Reniers, AJHM
Thornton, EB
Stanton, TP
机构
[1] USN, Dept Oceanog, Postgrad Sch, Monterey, CA 93943 USA
[2] Delft Univ Technol, NL-2628 CN Delft ZH, Netherlands
关键词
rip currents; surf zone; nearshore; eddies; circulation; waves;
D O I
10.1029/2003JC002083
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
[1] Energetic very low frequency (VLF; frequencies < 0.004 Hz) surf zone eddies (SZEs) were observed on a beach composed of shore-connected shoals with quasi-periodic ( similar to 125 m) incised rip channels at Sand City, Monterey Bay, California. Incident waves consisted of predominantly shore-normal narrow-banded swell waves. SZEs were located outside the gravity region in alongshore wave number, k(y), spaced within the VLF band, and did not appear to exist in higher-frequency bands. The SZEs were significant (U-rms, VLF similar to 0.25 m/s) and constant in intensity within the surf zone (shore-connected shoals and rip channels) and rapidly decreased offshore. The alongshore and cross-shore SZE velocity variances were similar in magnitude. VLF SZE velocities were not forced by VLF surface elevations and were not well correlated with rip current flows (r(2) = 0.18). There is an indication that the SZEs were related to wave forcing, with the SZEs statistically correlated with incoming sea-swell wave height ( r(2) = 0.49). F-k(y) spectral estimates illustrate a strong relationship between rip channel spacing and SZE cross-shore velocities (k(y) = +/- 0.008 m(-1)) and minimal SZE alongshore velocity variation (k(y) = 0 m(-1)). Data analysis suggests that the SZEs are not simply instabilities of an unstable rip current jet. A simple conceptual model suggests that SZE f-k(y) spectra can be explained by the entire rip current circulation cells oscillating predominantly in the cross shore and slightly in the alongshore.
引用
收藏
页码:C070041 / 15
页数:15
相关论文
共 50 条
  • [21] Topographic and coastline influences on surf Eddies
    Akan, Cigdem
    McWilliams, James C.
    Uchiyama, Yusuke
    OCEAN MODELLING, 2020, 147
  • [22] Headland structural impacts on surf zone current circulations
    Razak, Mohd S. A.
    Dastgheib, Ali
    Suryadi, Fransiscus X.
    Roelvink, Dano
    JOURNAL OF COASTAL RESEARCH, 2014, : 65 - 71
  • [23] ADCP observation of nearshore current structure in the surf zone
    Yamashita, T
    Yoshioka, H
    Kato, S
    Ming, L
    Shimoda, C
    COASTAL ENGINEERING 1998, VOLS 1-3, 1999, : 787 - 800
  • [24] Surf and swash zone morphology evolution induced by nonlinear waves
    Karambas, TV
    Koutitas, C
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2002, 128 (03) : 102 - 113
  • [25] Field Observations of Surf Zone-Inner Shelf Exchange on a Rip-Channeled Beach
    Brown, Jenna A.
    MacMahan, Jamie H.
    Reniers, Ad J. H. M.
    Thornton, Ed B.
    JOURNAL OF PHYSICAL OCEANOGRAPHY, 2015, 45 (09) : 2339 - 2355
  • [26] Studies on wave, current and suspended sediment characteristics at the surf zone
    Chang, CK
    Hwang, CH
    COASTAL DYNAMICS '95, 1996, : 728 - 738
  • [27] Marine Doppler radar surface current measurements in the surf zone
    Perkovic, Dragana
    Frasier, Stephen J.
    Lippmann, Thomas C.
    PROCEEDINGS OF THE IEEE/OES/CMTC NINTH WORKING CONFERENCE ON CURRENT MEASUREMENT TECHNOLOGY, 2008, : 194 - +
  • [28] Rip currents in the non-tidal surf zone with sandbars: numerical analysis versus field measurements
    Dudkowska, Aleksandra
    Borun, Aleksandra
    Malicki, Jakub
    Schonhofer, Jan
    Gic-Grusza, Gabriela
    OCEANOLOGIA, 2020, 62 (03) : 291 - 308
  • [29] Field observation of three-dimensional large-scale eddies and sediment suspension in the surf-zone
    Nadaoka, Kazuo
    Ueno, Seizo
    Igarashi, Tatsuyuki
    Coastal Engineering Journal, 1988, 31 (02): : 277 - 287
  • [30] Modelling rip current flow and bather escape strategies across a transverse bar and rip channel morphology
    McCarroll, R. Jak
    Castelle, Bruno
    Brander, Robert W.
    Scott, Timothy
    GEOMORPHOLOGY, 2015, 246 : 502 - 518