A 45-year high-resolution unstructured wave hindcast for the Australian coast: Validation and climatological insights

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Xianghui Dong , Qingxiang Liu , Stefan Zieger , Ian R. Young , Rui Li , Alberto Meucci , Jian Sun , Kejian Wu , Alexander V. Babanin
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引用次数: 0

Abstract

This study presents a 45-year (1979–2023) high-resolution wave hindcast for the entire Australian coast, conducted using WAVEWATCH III on an unstructured mesh with a resolution ranging from 1 to 15 km. Incorporating the observation-based source term package (i.e., ST6) and the subgrid-scale reef parameterization, the model performs well in simulating widely-used bulk wave parameters. The simulated significant wave height Hs achieves a correlation greater than 0.96 and exhibits only a centimeter-scale bias when compared to both altimeter and buoy observations. The use of BARRAv2 winds provides a clear advantage under extreme conditions, with negligible underestimation below the 99.9th percentile of Hs. The model performs particularly well in the Great Barrier Reef (GBR) region, where the bathymetry is complicated and could not be resolved well by typical km-scale wave models. Unlike previously published hindcasts that excessively overestimated wave energy in the GBR, our results show only a marginal Hs bias of approximately −0.05 m, against the shallow water buoys in this specific region. This better performance can be attributed to the subgrid-scale reef parameterization adopted. Long-term validation results demonstrate the robustness of the model framework, with the hindcast showing good temporal homogeneity and reliability. Building upon these results, this study reveals statistically significant increasing trends in wave heights along most of the Australian coast, with particularly pronounced upward trends in extreme wave heights (90th, 95th, and 99th percentiles) in the GBR. Furthermore, the GBR Hs trends based on our hindcast are much stronger than those estimated from previous hindcasts, and this new finding requires further investigation.
澳大利亚海岸45年高分辨率非结构波后预报:验证和气候学见解
本研究展示了整个澳大利亚海岸45年(1979-2023)的高分辨率波浪后发,使用WAVEWATCH III在非结构化网格上进行,分辨率范围为1至15公里。结合基于观测的源项包(即ST6)和亚网格尺度的礁体参数化,该模型在模拟广泛使用的体波参数方面表现良好。与高度计和浮标观测值相比,模拟的有效波高Hs的相关系数大于0.96,仅表现出厘米尺度的偏差。BARRAv2风的使用在极端条件下提供了明显的优势,在Hs的99.9%以下可以忽略不计的低估。该模型在大堡礁(GBR)地区表现特别好,该地区水深测量复杂,典型的千米尺度波浪模型无法很好地解决问题。与之前发表的预测结果不同,我们的研究结果显示,相对于该特定区域的浅水浮标,我们的研究结果仅显示了大约−0.05 m的边际Hs偏差。这种较好的性能可归因于采用了亚网格尺度的礁体参数化。长期验证结果证明了模型框架的稳健性,后验结果具有良好的时间同质性和可靠性。在这些结果的基础上,本研究揭示了澳大利亚大部分海岸的浪高在统计上显著增加的趋势,特别是在GBR的极端浪高(第90、95和99百分位)的上升趋势特别明显。此外,基于我们的预测结果的GBR Hs趋势比以前的预测结果强得多,这一新的发现需要进一步的研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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