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Coastal Defence Structures in Nsw, Australia

机译:澳大利亚新南威尔士州的海防结构

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100 Years of Experience In a High Energy Wave Climate This paper uses the examples of Coffs Harbour breakwaters and the training wall head on the Richmond River at Ballina to outline some of the developments in coastal engineering design and construction over the last century. Most of the 63 major structures along the New South Wales (NSW) coastline are similar. Recent developments in data collection and analysis as well as the evolution of physical modelling techniques used for coastal structure design at the NSW Department of Public Works and Services' Manly Hydraulis Laboratory (MHL) are discussed using these two projects. The use of computational models in conjunction with physical models and the introduction of new variables such as wave obliquity and groupiness into breakwater design are discussed. The need to evalaute the performance of artificial units suhc as Accropodes, concrete cubes and Hanbars for primary armour at breakwate heads due to restructions on the availability of quarry armour and availablr construction techniques is briefly addressed.
机译:在高能波浪气候下的100年经验本文以科夫斯港防波堤和巴利纳里奇蒙德河上的隔离墙为例,概述了上个世纪沿海工程设计和建设的一些进展。新南威尔士州(NSW)海岸线上的63个主要结构中的大多数相似。使用这两个项目讨论了新南威尔士州公共工程和服务部曼利水力实验室(MHL)在数据收集和分析方面的最新发展以及用于海岸结构设计的物理建模技术的发展。讨论了将计算模型与物理模型结合使用以及在防波堤设计中引入新变量(如波浪倾角和群聚)的问题。简要解决了由于重新构造采石场装甲的可用性和可用的建造技术,需要评估人造单位作为棘爪类,混凝土立方体和汉巴作为防波堤顶部主要装甲的性能的问题。

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