阿尔梅里亚港的新西坝(1。a阶段)

IF 0.2 Q4 WATER RESOURCES
A. Capote , A. Bayo , C. Andújar , J.M. González , D. Zamora , J. Corral
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引用次数: 0

摘要

本文主要介绍了Almería港西部新防波堤这一单一港口基础设施的规划、设计和施工三个阶段。本文件概述了每个阶段的主要问题,旨在呈现这种保护基础设施的完整周期,从概念和设计到实现。本文主要集中在设计阶段,因为本案例是通过一级和三级方法开发的。三级方法在国内和国际上都是相对新颖的,因为它们使用概率方法进行设计。这篇文章可以被认为是未来防波堤设计的指南,因为它包括一级方法的标准方法以及通过三级方法进行验证的程序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Nuevo Dique de Poniente del Puerto de Almería (1.a fase)

This paper goes through the main three stages, planning, design and construction, of a singular port infrastructure: the new western breakwater of Almería port. The main issues of each of these phases are outlined along this document, aiming to present the complete cycle of this protection infrastructure, from its conception and design to its materialization.

The article is mainly focused on the design stage, since this case is special for having been developed by means of level I and level III Methods. Level III methods are a relatively novelty both in the national and international scenario, since they use probabilistic methods for the design. This article could be considered as a guide for the design of future breakwaters, as it includes the standard methodology for level I methods as well as the procedure for verifications by means of level III methods.

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