摘要
该文通过物理模型试验,对于斜坡堤堤顶宽度对不规则波作用下越浪量的影响进行了系统的研究,探讨了影响机理,分析了堤顶宽度对越浪量的影响规律,给出了堤顶宽度对越浪量衰减系数的影响关系式,研究结果可为工程设计提供相关参考。
Based on physical model test, the effects of the crest width on the wave overtopping discharge of breakwater are studied with irregular waves. The influence mechanism is discussed. The variation of the wave overtopping with the crest width is analyzed and the formula for the calculation of the reduction coefficients of the wave overtopping is proposed. The results can be referred for the engineering design.
出处
《水动力学研究与进展（A辑）》
CSCD
北大核心
2014年第5期544-551,共8页
Chinese Journal of Hydrodynamics
基金
国家自然科学基金创新研究群体项目(51221961)
国家重点基础研究发展计划(973项目
2011CB013703
2013CB036101)~~
关键词
斜坡堤
越浪量
越浪量衰减
slope breakwater
overtopping discharge
wave overtopping reduction
