水道港口2024，Vol.45Issue(3)：313-323,447,12.
扭王字块体斜坡堤单波越浪量的数值研究
Numerical investigation of single-wave overtopping volume for revetment slopes with accropode armor blocks
摘要
Abstract
The calculation method of the maximum single wave overtopping of the sloping breakwater with breast wall is not provided in the current domestic code.Based on FLUENT software,the porous media area was used to simulate the accropode armor block on the slope embankment.With the help of inertial resistance coefficient C,equivalent wave steepness,relative block size,relative shoulder width,relative breast wall height,relative water depth,relative crest super elevation and other influencing factors,the numerical test of single wave overtopping of the accropode armor block slope dike was carried out.The calculation formula of the coefficient C of the maximum single wave overtopping per unit width under different slopes was given.The verification results show that the formula has good accuracy,which makes the numerical simulation of the single wave overtopping of the sloping breakwater of the accropode armor block independent of the physical model test,thus enriching the content of the specification and providing a reference for the engineering design of the sloping breakwater of the accropode armor block.关键词
坡度/扭王字块体/斜坡堤/最大单波越浪量/FLUENTKey words
slope/accropode armor blocks/slope embankment/the maximum single wave overtopping/FLUENT分类
交通运输引用本文复制引用
孙大鹏,陈欣欣,孙培宇,李登皇..扭王字块体斜坡堤单波越浪量的数值研究[J].水道港口,2024,45(3):313-323,447,12.基金项目
国家自然科学基金委员会-山东省人民政府联合基金资助(U1706226) （U1706226）
