Adaptive formulation for probabilistic storm surge predictions through sharing of numerical simulation results across storm advisories

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-09-20 DOI:10.1016/j.coastaleng.2024.104618
WoongHee Jung, Alexandros A. Taflanidis
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Abstract

As a tropical storm/cyclone approaches landfall, real-time probabilistic predictions for the anticipated surge provide valuable information for emergency preparedness/response decisions. These probabilistic predictions are made through an uncertainty quantification process that involves: (i) generating a sufficiently large ensemble of storm scenarios based on the nominal storm advisory and the anticipated forecast errors; (ii) performing high-fidelity numerical simulations to obtain surge predictions for each storm scenario; and (iii) estimating surge statistics of interest by assembling the simulation results. This process is repeated whenever the nominal storm advisory is updated. The number of storm scenarios utilized in the analysis directly impacts the statistical accuracy of the probabilistic predictions; a larger ensemble improves accuracy but requires greater computational resources to provide predictions with the desired expediency to guide real-time decisions. This paper revisits two recently proposed Monte-Carlo (MC) frameworks that aim to improve accuracy without increasing the computational burden: adaptive importance sampling (AIS) and adaptive multi-fidelity Monte Carlo (AMFMC). The foundational concept behind them is similar: share numerical simulation results across the probabilistic predictions performed for different storm advisories to accelerate the MC estimation. This is achieved differently for each approach, through adaptive development of an importance sampling proposal density (for AIS) or a surrogate model (for AMFMC). Here, a direct comparison between these frameworks is established, focusing on the mechanisms for the information sharing and the challenges encountered in tuning the algorithm adaptive characteristics to provide probabilistic estimates across a large number of quantities of interest (QoIs), corresponding to the surge predictions for different locations within the coastal region of interest. As this large number results in conflicting choices for the adaptive characteristics, a compromise solution needs to be promoted. The efficacy of the two frameworks is examined in detail in this setting, comparing the accuracy of idealized implementations (adaptive decisions independently made for each QoI) to the accuracy of practical implementations (single, compromise decision within the MC implementation). The study also showcases the importance of information sharing across storm advisories in real-time probabilistic storm surge predictions and provides guidelines for an efficient adaptive MC formulation in such settings.
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通过跨风暴警报共享数值模拟结果,自适应制定风暴潮概率预测方法
当热带风暴/旋风接近登陆时,对预计涌浪的实时概率预测为应急准备/响应决策提供了宝贵的信息。这些概率预测是通过一个不确定性量化过程进行的,其中包括:(i) 根据名义风暴警报和预期预报误差生成足够大的风暴情景组合;(ii) 进行高保真数值模拟,以获得每个风暴情景的浪涌预测值;(iii) 通过组合模拟结果估算相关的浪涌统计数据。每当名义风暴警报更新时,都会重复这一过程。分析中使用的风暴场景数量直接影响概率预测的统计准确性;更大的集合可提高准确性,但需要更多的计算资源才能提供所需的快速预测,以指导实时决策。本文重温了最近提出的两个蒙特卡洛(MC)框架,其目的是在不增加计算负担的情况下提高准确性:自适应重要度采样(AIS)和自适应多保真度蒙特卡洛(AMFMC)。这两种方法的基本概念相似:在不同风暴警报的概率预测中共享数值模拟结果,以加速 MC 估算。每种方法都通过自适应开发重要性采样建议密度(AIS)或替代模型(AMFMC)来实现这一目标。在这里,将对这两种方法进行直接比较,重点是信息共享机制,以及在调整算法自适应 特性以提供大量相关量(QoIs)的概率估计时所遇到的挑战。由于数量众多,对自适应特征的选择会产生冲突,因此需要找到一种折衷方案。在这种情况下,对这两个框架的功效进行了详细研究,比较了理想化实施(针对每个 QoI 独立做出自适应决策)和实际实施(在 MC 实施中做出单一折中决策)的准确性。这项研究还展示了在实时概率风暴潮预测中跨风暴警报共享信息的重要性,并为在这种情况下制定高效的自适应 MC 提供了指导。
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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