THE EFFECT OF WAVE-CURRENT INTERACTION ON TIDALLY FORCED ESTUARINE CIRCULATION

被引:14
|
作者
BENDER, LC [1 ]
WONG, KC [1 ]
机构
[1] UNIV DELAWARE, COLL MARINE STUDIES, NEWARK, DE 19716 USA
关键词
D O I
10.1029/93JC01262
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Reductions in the velocity and surface elevation of tidal flows that have been observed in the Delaware Bay, a coastal plain estuary on the eastern coast of the United States, correlate well with local wind events. While there are several mechanisms that could account for this phenomenon, we consider hydrodynamic wave-current interaction to be a reasonable explanation. In order to theoretically model the interaction between tides and surface gravity waves, and eliminate the need for a reference velocity required by the Grant and Madsen (1979) wave-current interaction model, we propose a process-oriented model that couples the mechanism of wave-current interaction directly to the current dynamics of the tidal flow. The tidal model uses an eddy viscosity concept to parameterize the turbulent stresses and further characterizes the eddy viscosity in terms of a flow dependent shear velocity. Within the bottom boundary layer of the surface gravity wave, the turbulent stresses are also parameterized by an eddy viscosity that is coupled to the shear velocity of the tidal model. Results of the coupled model indicate, that as expected, wave-current interaction increases the bottom friction felt by the tidal flow and usually reduces the volume flux. However, if the physical bottom roughness is sufficiently small (less than 30 cm) then it is possible to enhance the volume flux in a long, deep estuary, contrary to expectations. A simple one dimensional, linearized friction model shows this potentially dramatic effect can be attributed to an increase in the bottom friction that then tunes the estuary closer to its natural resonance. Obviously an estuary at resonance maximizes the volume flux that must pass through the estuary mouth. The effect of wave-current interaction is to provide a possible means of increasing the bottom friction and enhancing the volume flux.
引用
收藏
页码:16521 / 16528
页数:8
相关论文
共 50 条
  • [21] COMPARISON OF WAVE-CURRENT INTERACTION FORMULATION USING THE POLCOMS-WAM WAVE-CURRENT MODEL
    Bolanos, Rodolfo
    Wolf, Judith
    Brown, Jennifer
    Osuna, Pedro
    Monbaliu, Jaak
    Sanchez-Arcilla, Agustin
    COASTAL ENGINEERING 2008, VOLS 1-5, 2009, : 521 - +
  • [22] Advanced wave modeling, including wave-current interaction
    Babanin, Alexander V.
    van der Weshuijsen, Andre
    Chalikov, Dmitry
    Rogers, W. Erick
    JOURNAL OF MARINE RESEARCH, 2017, 75 (03) : 239 - 262
  • [23] Effect of nonlinear wave-current interaction on flow fields and hydrodynamic forces
    Institute of Mechanics, Chinese Academy of Sciences, Beijing 100080, China
    Sci China Ser A, 6 (x8-632):
  • [24] Effect of nonlinear wave-current interaction on flow fields and hydrodynamic forces
    王涛
    李家春
    Science China Mathematics, 1997, (06) : 622 - 632
  • [25] EFFECTS OF WAVE-CURRENT INTERACTION ON FLOATING BODIES
    Hermundstad, Elfin Marita
    Hoff, Jan Roger
    Stansberg, Carl Trygve
    Baarholm, Rolf
    PROCEEDINGS OF THE ASME 35TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING , 2016, VOL 1, 2016,
  • [26] Effect of nonlinear wave-current interaction on flow fields and hydrodynamic forces
    Wang, T
    Li, JC
    SCIENCE IN CHINA SERIES A-MATHEMATICS, 1997, 40 (06): : 622 - 632
  • [27] Effect of nonlinear wave-current interaction on flow fields and hydrodynamic forces
    Tao Wang
    Jiachun Li
    Science in China Series A: Mathematics, 1997, 40 : 622 - 632
  • [28] Effect of nonlinear wave-current interaction on flow fields and hydrodynamic forces
    王涛
    李家春
    ScienceinChina,SerA., 1997, Ser.A.1997 (06) : 622 - 632
  • [29] WAVE-CURRENT INTERACTION MODELS FOR RIP CURRENTS
    DALRYMPLE, RA
    LOZANO, CJ
    JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1978, 83 (NC12) : 6063 - 6071
  • [30] A CFD Approach to Modeling Wave-Current Interaction
    Markus, D.
    Hojjat, M.
    Wuechner, R.
    Bletzinger, K-U.
    INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2013, 23 (01) : 29 - 32