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A simplified method to downscale wave dynamics on vertical breakwaters

机译:简化垂直防波堤波浪动力学的简化方法

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摘要

A coastal structure is usually designed with the final objective to guarantee its functionality and stability throughout its life cycle. Regarding stability, the three main failure modes are sliding, overturning and failure of the foundations. To accomplish the design objectives, a design sea state is usually used when calculating the loads and scour around the structure. This design sea state corresponds to a certain sea state with specific return period values of a significant wave height. However, the combination of different simultaneous sea state parameters can produce other critical situations compromising the stability of the structure which then require the calculation of long time series of wave forces corresponding to long-term historical wave situations. Moreover, a design force associated to a certain return period can be defined from the time series of the stability parameters. The most accurate techniques which can be used to estimate structure stability are based on numerical and physical models, but these are very time consuming and the calculation of long time series is therefore unfeasible. Here, we propose a hybrid methodology to transform wave conditions into wave forces acting upon vertical structures and scour around it The methodology consists of a selection of a subset of sea states representative of wave climate at the structure location, using a maximum dissimilarity algorithm, The wave forces acting upon the structure and scour around it, for the wave situations selected, are then estimated as is the reconstruction of the calculated parameters corresponding to historical sea states using an interpolation technique based on radial basis function. The validation of the results, through a direct comparison between reconstructed series and analytically (semi-empirical formulations) calculated ones, confirms the ability of the developed methodology to reconstruct time series of stability parameters on vertical breakwaters. This methodology allows its application to numerical and physical models.
机译:通常设计沿海结构的最终目的是在整个生命周期内保证其功能性和稳定性。关于稳定性,三种主要的破坏模式是地基的滑动,倾覆和破坏。为了实现设计目标,在计算结构周围的载荷和冲刷时通常使用设计海况。该设计海况对应于特定海况,且特定返回周期值具有明显的波高。然而,不同的同时海况参数的组合会产生其他危及结构稳定性的危急情况,从而需要计算与长期历史波浪情况相对应的波浪力的长时间序列。此外,可以从稳定性参数的时间序列中定义与某个返回周期关联的设计力。可以用来估计结构稳定性的最准确的技术是基于数值模型和物理模型,但是这些技术非常耗时,因此无法计算长时间序列。在这里,我们提出了一种混合方法,将波浪条件转换成作用在垂直结构上的波浪力并在其周围冲刷。该方法包括使用最大不相似算法选择代表结构位置波浪气候的海状态子集,即然后,使用选定的波浪情况,使用基于径向基函数的插值技术,估算作用在结构上的波浪力以及在选定波浪情况下的冲刷,以及与历史海况相对应的计算参数的重建。通过对重建序列和分析(半经验公式)计算所得结果之间的直接比较,对结果进行验证,证实了所开发方法在垂直防波堤上重建稳定性参数时间序列的能力。这种方法可以将其应用于数值和物理模型。

著录项

  • 来源
    《Coastal engineering》 |2013年第1期|68-77|共10页
  • 作者单位

    Environmental Hydraulics Institute 'IH Cantabria', Universidad de Cantabria, Spain;

    Environmental Hydraulics Institute 'IH Cantabria', Universidad de Cantabria, Spain;

    Environmental Hydraulics Institute, IH Cantabria, Universidad de Cantabria, C/ Isabel Torres no. 15, Parque Cientifico y Tecnol6gico de Cantabria, 39011, Santander, Spain;

    Environmental Hydraulics Institute 'IH Cantabria', Universidad de Cantabria, Spain;

    Environmental Hydraulics Institute 'IH Cantabria', Universidad de Cantabria, Spain;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    maximum dissimilarity algorithm; radial basis function; reanalysis database; vertical breakwater; stability;

    机译:最大不相似算法径向基函数重新分析数据库;垂直防波堤;稳定性;

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