中国港湾建设
中國港灣建設
중국항만건설
CHINA HARBOUR ENGINEERING
2015年
1期
25-30
,共6页
宽肩台%抛石防波堤%动力平衡%稳定性%物理模型试验
寬肩檯%拋石防波隄%動力平衡%穩定性%物理模型試驗
관견태%포석방파제%동력평형%은정성%물리모형시험
wide-shouldered platform%rubble breakwater%dynamic equilibrium%stability%physical model test
通过对宽肩台式防波堤的机理分析，并结合水工物理模型试验的研究，详细阐述并归纳了块石级配、肩台宽度随波浪变化的规律性；对宽肩台式斜坡堤的稳定性开展研究，寻求稳定的最终断面结构形式，取得初步成果。研究成果将为今后宽肩台式防波堤合理设计及计算提供可靠技术支持。
通過對寬肩檯式防波隄的機理分析，併結閤水工物理模型試驗的研究，詳細闡述併歸納瞭塊石級配、肩檯寬度隨波浪變化的規律性；對寬肩檯式斜坡隄的穩定性開展研究，尋求穩定的最終斷麵結構形式，取得初步成果。研究成果將為今後寬肩檯式防波隄閤理設計及計算提供可靠技術支持。
통과대관견태식방파제적궤리분석，병결합수공물리모형시험적연구，상세천술병귀납료괴석급배、견태관도수파랑변화적규률성；대관견태식사파제적은정성개전연구，심구은정적최종단면결구형식，취득초보성과。연구성과장위금후관견태식방파제합리설계급계산제공가고기술지지。
Through the mechanism analysis of the wide-shouldered breakwater, combined with the hydraulic study of the physical model tests, we concluded the gradation of the berm stone and the law of the shoulder width changes with waves, ana-lyzed the stability of the wide-shouldered breakwater to searching for the final stable structure type, and obtained some prelimi-nary results. The results will provide reliable technical support to future rational design and calculation of wide-shouldered breakwater.
