MODELING OF UNDERTOW BY A ONE-EQUATION TURBULENCE MODEL

被引:66
作者
DEIGAARD, R
JUSTESEN, P
FREDSOE, J
机构
[1] Institute of Hydrodynamics and Hydraulic Engineering (ISVA), Technical University of Denmark
关键词
D O I
10.1016/0378-3839(91)90022-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A model for the circulation current in the vertical plane in the surf zone, the so-called undertow, is formulated. The model describes the time-averaged shear stresses caused by the wave breaking, which drives the current, and the resulting velocity distribution. The time-averaged shear stress is composed of the following contributions: (a) the radiation stress gradient, including the vertical momentum flux of the nonuniform wave motion; (b) the momentum associated with the surface rollers; (c) the streaming in the wave boundary layer, calculated from the actual simulated velocities in the wave boundary layer; (d) the contribution due to the slope of the mean water surface, the set-up. The set-up is a free parameter, which is determined so that the resulting mean current velocity profile fulfills the continuity equation. The time-averaged velocity distribution is determined by a flow model based on a one-equation turbulence model to calculate the eddy viscosity. Two contributions are included in the description of the production of turbulence, the normal shear production, which is dominant in the wave boundary layer, and the production from the broken waves, which dominates away from the bed. The model simulates the unsteady flow during a wave cycle. The model results have been compared with laboratory measurements from the literature of turbulence in the surf zone and mean cur-rent velocity profiles with and without a net cross-shore discharge.
引用
收藏
页码:431 / 458
页数:28
相关论文
共 43 条
[1]  
Battjes J.A., 1975, P S MOD TECHN, P1050
[2]   LARGE-EDDY SIMULATION OF THE SHEAR-FREE TURBULENT BOUNDARY-LAYER [J].
BIRINGEN, S ;
REYNOLDS, WC .
JOURNAL OF FLUID MECHANICS, 1981, 103 (FEB) :53-63
[3]  
BRADSHAW P, 1974, 7410 IMP COLL SCI TE, P1
[4]  
BRADSHAW P, 1965, 1144 AER DIV NAT PHY
[5]   NEAR-SURFACE TURBULENCE IN A GRID-STIRRED TANK [J].
BRUMLEY, BH ;
JIRKA, GH .
JOURNAL OF FLUID MECHANICS, 1987, 183 :235-263
[6]   SUSPENDED SEDIMENT TRANSPORT AND BEACH PROFILE EVOLUTION [J].
DALLY, WR ;
DEAN, RG .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1984, 110 (01) :15-33
[7]   A NUMERICAL-MODEL OF THE COMBINED WAVE AND CURRENT BOTTOM BOUNDARY-LAYER [J].
DAVIES, AG ;
SOULSBY, RL ;
KING, HL .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1988, 93 (C1) :491-508
[8]   SHEAR-STRESS DISTRIBUTION IN DISSIPATIVE WATER-WAVES [J].
DEIGAARD, R ;
FREDSOE, J .
COASTAL ENGINEERING, 1989, 13 (04) :357-378
[9]   SUSPENDED SEDIMENT IN THE SURF ZONE [J].
DEIGAARD, R ;
FREDSOE, J ;
HEDEGAARD, IB .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1986, 112 (01) :115-128
[10]  
DEIGAARD R, 1986, DCAMM341 TU DAN CTR, P1