在RCP 8.5情景下,构造活跃海岸上的港口对气候驱动预测的影响:7个智利港口正在接受审查

IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL
P. Winckler, César Esparza, J. Mora, O. Melo, N. Bambach, M. Contreras-López, M. Sactic
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引用次数: 2

摘要

摘要:在RCP 8.5情景下,对智利7个港口的运营停工和波浪漫顶造成的经济成本进行了评估。历史时期(1985-2004年)、本世纪中叶(2026-2045年)和本世纪末预测(2081-2100年)的波浪统计数据是用一个太平洋范围的模型计算的,由六个环流模型的风场强迫计算。然后,将海上波浪缩小到每个港口,通过将波浪高度与船舶停泊标准进行比较来计算停机时间的代理。历史预测和未来预测之间的停机时间差异归因于气候变化。结果显示,根据本世纪中期的预测,由于局部影响,一些港口将减少停机时间,而另一些港口将增加停机时间。然而,到本世纪末,所有港口的停机时间都将减少。此外,到本世纪中叶,由于极端海浪和海平面上升(SLR)的共同作用,北部港口的漫顶将增加,而南部港口的漫堤预计将略有减少。到本世纪末,整个地区的漫顶将增加,这主要是由SLR驱动的。然而,在海岸工程的设计寿命期间,可能发生的同震抬升/沉降会显著改变漫顶。最后,概述了一些旨在改善所分析港口基础设施管理和运营条件的实用建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Impacts in ports on a tectonically active coast for climate-driven projections under the RCP 8.5 scenario: 7 Chilean ports under scrutiny
ABSTRACT Economic costs due to operational downtime and wave overtopping under the RCP 8.5 scenario are evaluated at 7 Chilean ports. Wave statistics for a historical period (1985–2004), mid-century (2026–2045), and end-of-century projections (2081–2100) are computed with a Pacific-wide model, forced by wind fields from six General Circulation Models. Offshore waves are then downscaled to each port, where a proxy of downtime is computed by comparing wave heights with vessel berthing criteria. The difference in downtime between the historical and future projections is attributed to climate change. Results show that some ports would reduce and others increase downtime for mid-century projections due to local effects. However, by the end-of-century, all ports would experience a reduction in downtime. Additionally, by mid-century, overtopping would increase in northern ports as a combination of extreme waves and sea-level rise (SLR), while in southern ports, it is expected to be slightly reduced. By the end-of century, overtopping would increase in the whole region, mainly driven by SLR. However, overtopping is significantly altered by coseismic uplift/subsidence that may occur during the design-life of coastal works. Finally, a few practical suggestions aimed atimproving infrastructure management and operational conditions at the analyzed ports are outlined.
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来源期刊
Coastal Engineering Journal
Coastal Engineering Journal 工程技术-工程:大洋
CiteScore
4.60
自引率
8.30%
发文量
0
审稿时长
7.5 months
期刊介绍: Coastal Engineering Journal is a peer-reviewed medium for the publication of research achievements and engineering practices in the fields of coastal, harbor and offshore engineering. The CEJ editors welcome original papers and comprehensive reviews on waves and currents, sediment motion and morphodynamics, as well as on structures and facilities. Reports on conceptual developments and predictive methods of environmental processes are also published. Topics also include hard and soft technologies related to coastal zone development, shore protection, and prevention or mitigation of coastal disasters. The journal is intended to cover not only fundamental studies on analytical models, numerical computation and laboratory experiments, but also results of field measurements and case studies of real projects.
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