CAJ | 학술논문

结合新颁布的海堤设计规范和工程实例,对海堤工程设计中海堤的界定、海堤防潮（洪）标准、设计波浪要素计算、复式斜坡堤波浪爬高计算及按控制越浪量确定堤顶高程等几个问题进行了探讨,提出海堤应以波高来界定、修建消浪平台的最佳位置为静水位附近、最佳宽度为入射波长的1/4及海堤设计应该直接以控制越浪量确定堤顶高程。
결합신반포적해제설계규범화공정실례,대해제공정설계중해제적계정、해제방조（홍）표준、설계파랑요소계산、복식사파제파랑파고계산급안공제월랑량학정제정고정등궤개문제진행료탐토,제출해제응이파고래계정、수건소랑평태적최가위치위정수위부근、최가관도위입사파장적1/4급해제설계응해직접이공제월랑량학정제정고정。
According to the new code for design of sea dike project and practical engineering examples,several questions are discussed including the definition of sea wall,the standard of tide or flood control,the calculation of wave elements,the calculation of wave run up in multiple slope dike and the determination of crest level by permissive wave overtopping discharge.And it is put forward that the definition of sea wall should be according to wave height,and the best location of wave dissipation platform should be near static water level,the optimal width of which should be 1/4 of incident wavelength.