Wave set-up on coral reefs .1. Set-up and wave-generated flow on an idealised two dimensional horizontal reef

被引:168
作者
Gourlay, MR
机构
[1] Department of Civil Engineering, University of Queensland, Brisbane, QLD
关键词
D O I
10.1016/0378-3839(96)00008-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Wave set-up may be significant in determining water levels on coral reefs particularly in microtidal environments and hence is an important factor for the design of reef-top structures and for the stability of reef-top islands. Laboratory experiments have been made on a two dimensional model of an idealised horizontal reef under two different conditions corresponding to a fringing reef (or closed lagoon) situation and a platform reef (or open lagoon) situation. Both wave set-up on the reef-top and the wave-generated flow across the reef were measured and related to wave and tide level conditions. All other factors being the same, wave set-up is greatest at low tide levels whereas wave-generated flow is greater at higher tide levels. The magnitude of the set-up on a platform reef with a wave-generated flow is less than on a fringing reef without any net flow by an amount equal to the velocity head of the flow across the reef. Dimensionless parameters <(eta)over bar (r)/T root gH(o)> and q/root gH(o)(3) are found to be functions of relative submergence parameters h(r)/H-o or <((eta)over bar (r) + h(r))/H-o>. For values of <((eta)over bar (r) + h(r))H-o) > 1 waves break on the reef-top and radiation stress theory can be used to calculate set-up. For <((eta)over bar (r) + h(r))H-o) > < 0.7 waves break on the reef-face and set-up is determined by broad-crested weir control at the reef-edge. (The symbols are defined as follows: g is gravitational acceleration; h, is still water depth over horizontal reef-top; H-o is offreef wave height (equivalent deep water value); q is discharge per unit length of reef edge; T is wave period and <(eta)over bar (r)> is maximum wave set-up on reef-top.)
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页码:161 / 193
页数:33
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