平面リーフ上の護岸越波量推定に関する実験的考察
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概要
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A wave overtopping rate for a seawall on coral reef may be evaluated with the estimation diagrams of it on sloping beach, which is proposed by Goda & Kishira (1975). To do this, Miyakuni et al. (2008) have suggested that wave set-up and surf-beat should be added to the design water depth which is applied on them. Moreover, Hirayama et al. (2009) have indicated that such design conditions on a coral reef can be calculated by using the Boussinesq-type wave transformation model developed by Hirayama & Hiraishi (2005). In this study, an applicability of such estimation method is verified with the results of model experiments which are carried out on a horizontal basin, and it is confirmed that the calculations of wave transformation on coral reef should be conducted with the topography installed the designed seawalls.
- Japan Society of Civil Engineersの論文
Japan Society of Civil Engineers | 論文
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