通过基于过程的数值和逻辑回归建模了解近岸沙洲动态

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
Trenton M. Saunders , Nicholas Cohn , Tyler Hesser
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引用次数: 0

摘要

基于过程的近岸形态动力学模式是海岸工程师和规划人员常用的工具,用于预测不同时 空尺度的沙滩近岸形态变化。中长期形态响应的精确建模,对于定量评估项目预期寿命期间的沿岸基础设施至关重要。然而,以前的大多数建模应用都集中在单次/次季节性风暴事件上,而且通常仅限于对亚高 海滩(即护堤和沙丘)进行评估。这不仅对较长(达数周)时间尺度上的形态预测质量留下了不确定性,也对基于过程的模型模拟真实的近岸沙洲动态以及近岸-海滩系统之间相应的沉积物交换的能力留下了不确定性。为了揭示这些中尺度动态,CSHORE--一个基于过程的一维相平均近岸形态动力学模型--被应用于美国华盛顿州 Oysterville 的一个多栅、耗散海滩的年度尺度。在模型校准过程中,执行了数千种独特的沉积物输运和水动力参数组合。其中大部分模拟显示了物理上真实的沙洲动态,包括潮间带和潮下带沙洲的生长、衰减和迁移。为了探索模型的机制,以实现逼真的沙洲行为,使用了二元和多叉逻辑回归模型来量化模型参数选择与最终预测剖面中出现各种分类沙洲配置概率之间的关系。结果表明,在本研究中,与条带形态相关的参数最为敏感,并支持在低波浪能和高波浪能条件下使用单独的沉积物输运参数。本出版物中概述的数值和统计建模的共同使用可用于未来与分类结果有关的探索性建模和/或校准程序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Insights into nearshore sandbar dynamics through process-based numerical and logistic regression modeling

Process-based nearshore morphodynamic models are commonly used tools by coastal engineers and planners to predict the nearshore morphology change of sandy beaches across various spatiotemporal scales. Accurate modeling of the morphological response on medium and long time scales is imperative for quantitative assessments of coastal infrastructure over a project’s intended life-span. However, most previous modeling applications have focused on single/sub-seasonal storm events and are often limited to an assessment of the subaerial beach (i.e. berm and dune). This not only leaves uncertainty concerning the quality of morphology predictions on extended (> weeks) time scales, but also the capacity of process-based models to emulate realistic nearshore sandbar dynamics and the corresponding exchange of sediment between the nearshore-beach system. To shed light on these meso-scale dynamics, CSHORE, a 1D phase-averaged, process-based nearshore morphodynamic model, was applied on an annual scale to a multi-barred, dissipative beach in Oysterville, WA, USA. Thousands of unique sediment transport and hydrodynamic parameter combinations were executed during model calibration. A large portion of these simulations displayed physically realistic sandbar dynamics, including the growth, decay, and migration of intertidal and subtidal sandbars. To explore the model mechanisms enabling realistic bar behavior, the binary and multinomial logistic regression model were used to quantify the relationship between model parameter selection and the probability of various categorical bar configurations occurring in the final predicted profile. The results indicate the most sensitive parameters associated with barred morphology, in this study, and support the use of separate sediment transport parameters for low and high wave energy conditions. The co-utilization of numerical and statistical modeling outlined in this publication is generalizable to future exploratory modeling and/or calibration routines concerned with categorical outcomes.

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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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