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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >STABILITY OF ARMOR STONES OF A SUBMERGED WIDE-CROWN BREAKWATER
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STABILITY OF ARMOR STONES OF A SUBMERGED WIDE-CROWN BREAKWATER

机译:淹没式宽广防波堤的装甲石的稳定性

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摘要

The stable weight of armor rubbles of a submerged wide-crown breakwater was analyzed in relation to the wave force acting. At first, stability models for armor rubble were derived based on the idealized spherical armor unit; then, the shape effect of armor stones on acting wave forces and stability was investigated experimentally. Based on the results, the proper modification of the stability models for spherical armor unit gives good estimate of the stable weight of armor rubbles. Furthermore, the shape effect on wave forces and stability is significant; whereas, the shape effect of armor rubble on the stable weight is relatively small.
机译:分析了淹没式宽顶防波堤的装甲碎石的稳定重量与波浪力的关系。首先,基于理想化的球形装甲单元,得出了装甲瓦砾的稳定性模型。然后,通过实验研究了装甲石的形状对作用波力和稳定性的影响。根据结果​​,对球形装甲单位稳定性模型的适当修改可以很好地估计装甲碎石的稳定重量。此外,形状对波浪力和稳定性的影响也很大。而装甲瓦砾对稳定重量的形状影响相对较小。

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