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
[11]  
Flood PG, 1977, P 3 INT COR REEF S, P119
[12]  
Gerritsen F., 1980, P 17 INT C COAST ENG, P444, DOI DOI 10.1061/9780872622647.028
[13]  
Gourlay M.R., 1988, P 6 INT COR REEF S T, P491
[14]   WAVE SET-UP, WAVE RUN-UP AND BEACH WATER-TABLE - INTERACTION BETWEEN SURF ZONE HYDRAULICS AND GROUNDWATER HYDRAULICS [J].
GOURLAY, MR .
COASTAL ENGINEERING, 1992, 17 (1-2) :93-144
[15]   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
[16]   Wave set-up on coral reefs .2. Set-up on reefs with various profiles [J].
Gourlay, MR .
COASTAL ENGINEERING, 1996, 28 (1-4) :17-55
[17]   WAVE TRANSFORMATION ON A CORAL-REEF [J].
GOURLAY, MR .
COASTAL ENGINEERING, 1994, 23 (1-2) :17-42
[18]  
Gourlay MR, 1999, P 14 AUSTR COAST OC, V1, P222
[19]  
GOURLAY MR, 1997, P 13 AUSTR COAST OC, V2, P959
[20]  
GOURLAY MR, 1981, C ENV ENG 8 10 JUL 1, V81, P159