CAJ | 학술논문

总结了近年来在斜坡堤胸墙前波浪破碎形态、波浪作用分布、胸墙受力设计等方面研究的进展,分析了斜坡堤上胸墙波浪力的计算方法。已有研究工作表明,深水情况下斜坡堤胸墙波浪作用分布与传统的均布形式有差异,《海港水文规范》中关于斜坡堤胸墙波浪力的计算方法在深水中的适用性应进一步研究。
총결료근년래재사파제흉장전파랑파쇄형태、파랑작용분포、흉장수력설계등방면연구적진전,분석료사파제상흉장파랑력적계산방법。이유연구공작표명,심수정황하사파제흉장파랑작용분포여전통적균포형식유차이,《해항수문규범》중관우사파제흉장파랑력적계산방법재심수중적괄용성응진일보연구。
Recent progress in the studies of breaking waves,wave force distribution,and wave loads on a sloping breakwater crown wall is summarized,and the calculating methods for the wave loads on the wall are discussed.It is shown in the present studies that there is some difference between the wave force distribution on the wall and the traditional homongeneous distribution.Therefore it is necessary to further study the suitability for a wall in deep water,although the calculating method is already suggested in Harbour Hydrographic Specification.