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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >SMALL-SCALE MODEL TESTS ON THE HYDRAULIC STABILITY OF STRUCTURES IN TIDAL WATERWAYS
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SMALL-SCALE MODEL TESTS ON THE HYDRAULIC STABILITY OF STRUCTURES IN TIDAL WATERWAYS

机译:潮汐水道结构水力稳定性的小尺度模型试验

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摘要

During the last years, an increased amount of damage has been observed on estuarine and riverine waterway structures such as groins or training walls in tidal waterways. The cause of these damages could be attributed to ship-induced long-periodic waves. Because of higher traffic volumes and increased ship dimensions these loads have risen. In contrast to short-periodic secondary waves, the long-periodic wave system is not taken into account in existing design approaches so far. In the framework of the project “Ship-induced long-periodic loads for the design of cover layers on maritime waterway structures” small-scale 2D physical model tests have been performed in order to quantify the specific overflow and overtopping rate taking into account different geometries, surface roughnesses and permeabilities of the structures as well as stationary overflow, short- and long-periodic waves. Furthermore, the stability of the structures under short- and long-periodic wave loads has been observed. These tests provide the basis for the design of cover layers on river structures in maritime waterways.
机译:在过去的几年中,已观察到河口和河流水道结构(如腹股沟或潮汐水道的训练墙)遭受的破坏增加。这些损坏的原因可以归因于船舶引起的长周期波。由于更大的交通量和增加的船舶尺寸,这些负载已经增加。与短周期的二次波相反,到目前为止,现有的设计方法都没有考虑长周期的波系统。在“船舶在海上水道结构上设计覆盖层的船舶诱发的长期荷载”项目的框架内,进行了小规模的2D物理模型测试,以便在考虑到不同几何形状的情况下量化特定的溢流率和超车率,结构的表面粗糙度和磁导率以及固定的溢流,短和长周期波。此外,已经观察到结构在短和长周期波载荷下的稳定性。这些测试为海上水道河流结构的覆盖层设计提供了基础。

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