Wave-generated flow on coral reefs - an analysis for two-dimensional horizontal reef-tops with steep faces

被引:144
作者
Gourlay, MR [1 ]
Colleter, G
机构
[1] Univ Queensland, Dept Civil Engn, Brisbane, Qld 4072, Australia
[2] Connell Wagner, Spring Hall, Qld 4004, Australia
关键词
marine environment; coral reefs; wave set-up; wave-generated flow; wave-current interaction; roughness; reef morphology; open channel flow controls; Heron Island; Great Barrier Reef;
D O I
10.1016/j.coastaleng.2004.11.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Waves breaking on the seaward rim of a coral reef generate a flow of water from the exposed side of the reef to the sheltered side and/or to either channels through the reef-rim or lower sections of the latter. This wave-generated flow is driven by the water surface gradient resulting from the wave set-up created by the breaking waves. This paper reviews previous approaches to modelling wave-generated flows across coral reefs and discusses the influence of reef morphology and roughness upon these flows. Laboratory measurements upon a two-dimensional horizontal reef platform with a steep reef face provide the basis for extending a previous theoretical analysis for wave set-up on a reef in the absence of a flow [Gourlay, M.R., 1996b. Wave set-up on coral reefs. 2. Set-up on reefs with various profiles. Coastal Engineering 28, 1755] to include the interaction between a unidirectional flow and the wave set-up. The laboratory model results are then used to demonstrate that there are two basic reef-top flow regimes-reef-top control and reef-rim control. Using open channel flow theory, analytical relationships are derived for the reef-top current velocity in terms of the offreef wave conditions, the reef-top water depth and the physical characteristics of the reef-top topography. The wave set-up and wave-generated flow relationships are found to predict experimental values with reasonable accuracy in most cases. The analytical relationships are used to investigate wave-generated flows into a boat harbour channel on Heron Reef in the southern Great Barrier Reef. (c) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:353 / 387
页数:35
相关论文
共 49 条
[1]  
AMANAKI D, 2003, P 28 INT C COAST ENG, V2, P1633
[2]  
[Anonymous], OCEANOLOGIA
[3]  
[Anonymous], P 2 INT S COR REEFS
[4]  
[Anonymous], CH4495 U QUEENSL
[5]  
[Anonymous], 2001, J COASTAL RES
[6]  
[Anonymous], 48 U HAW
[7]  
CHANSON H, 2001, HYDRAULICS OPEN CHAN
[8]   WAVE HEIGHT VARIATION ACROSS BEACHES OF ARBITRARY PROFILE [J].
DALLY, WR ;
DEAN, RG ;
DALRYMPLE, RA .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1985, 90 (NC6) :1917-1927
[9]  
Douglas J.F., 2001, FLUID MECH-SOV RES, VFourth
[10]   The drag coefficient, bottom roughness, and wave-breaking in the nearshore [J].
Feddersen, F ;
Gallagher, EL ;
Guza, RT ;
Elgar, S .
COASTAL ENGINEERING, 2003, 48 (03) :189-195