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台风浪作用下淤泥质潮滩的浮泥形成演化机理及其地貌效应

批准号:
42076177
项目类别:
面上项目
资助金额:
58.0 万元
负责人:
夏乐章
依托单位:
学科分类:
河口海岸学
结题年份:
2024
批准年份:
2020
项目状态:
已结题
项目参与者:
夏乐章

项目摘要

结项摘要

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中文摘要
淤泥质潮滩是海岸带重要的生态系统,对海洋减灾也有重要的价值。台风浪极易导致淤泥质潮滩的底床液化,形成浮泥层,既能有效地耗散波能,同时引起泥沙输移,是潮滩地貌演变的重要因素之一。但现有研究缺乏对底床弹塑性、浮泥流变等机制的考虑,是台风浪与浮泥耦合作用下淤泥质潮滩演变的研究难点。本项目以舟山摘箬山岛淤泥质潮滩为典型为例,聚焦台风浪—淤泥流变—及其耦合作用下淤泥质潮滩演变这个科学问题,结合野外现场观测、实验分析与理论研究,以波浪-浮泥相互作用力学机制为切入点,研究淤泥质底床粘弾塑性特征和浮泥流变机制,揭示浮泥层形成演化的主导动力因素,总结台风浪作用下淤泥质潮滩地貌演变的科学规律。本研究有望获得台风浪作用下淤泥质潮滩演变的关键科学数据和新机理,为海岸带防灾减灾、生态环境保护提供科学依据。
英文摘要
The muddy tidal flat plays an important role in the coastal ecosystem protection and marine-hazards reduction. During storm waves, the seabed of a muddy tidal flat can absorb much wave energy and become liquefied, forming a highly suspended sediment layer called fluid-mud layer. The fluid-mud layer can effectively dissipate wave energy and transport a large amount of sediment, becoming a principal factor in the geomorphologic evolution of muddy tidal flats. However in current studies, the effects of seabed elasto-plasticity and the rheological characteristics of fluid mud, as well as the combined effects of storm waves and fluid-mud response on the geomorphologic evolution of muddy tidal flats are seldom considered. This study choose the muddy tidal flat of Zhairuoshan Island in Zhoushan as an typical region, to focus on the issue of interaction between storm waves and fluid mud, as well as the resultant coupling effects on the geomorphologic evolution of muddy tidal flats. By field observation, numerical simulation and theoretical analysis, the elastic-plastic characteristics of seabed and fluid-mud rheology would be studied, and the interaction of waves and fluid mud would be concerned to capture the leading dynamic factors of fluid-mud generation and evolution, so as to explain the mechanism of the geomorphologic evolution of muddy tidal flat during storm waves. This study would obtain critical data and new mechanism about the evolution of muddy tidal flat during storm waves, which would provide scientific basis for disaster prevention and mitigation of coastlines, as well as environment protection.
台风浪作用下淤泥质潮滩浮泥的产生、流变及其对波浪的反馈对厘清潮滩地貌形态演变机制、服务近海岸的防灾减灾至关重要。本项目选取舟山海域摘箬山岛淤泥质潮滩为典型区域,通过野外观测、理论分析与试验研究,提出了海岸淤泥的流变模型。基于该模型构建了波浪数值水槽,揭示了浮泥与波浪耦合作用下淤泥质潮滩的冲淤演变规律,分析了浮泥和台风浪的互反馈作用。.(1)淤泥样本的流变试验表明:淤泥的屈服过程呈现出“两步”特征,即淤泥的表观粘度有两次明显的下降,对应两个屈服应力(静态屈服应力和流态屈服应力)。屈服过程有三个阶段,即固态阶段、固-流过渡阶段和流态阶段。.(2)试验揭示了荷载历史对淤泥的影响规律:淤泥的稳态储能模量与历史荷载的大小呈指数型相关。历史荷载频率的影响,只有当其大于流态屈服应力,或者频率高于4Hz,才较为显著。历史效应对于淤泥固-流过渡阶段和流态阶段的流变特性影响较小,而对固态阶段的流变特性影响显著,其中较大的历史荷载会引起淤泥内部结构出现“致密化”的现象。.(3)基于弹簧、牛顿粘壶和圣维南滑块等粘弹塑性力学中的基本元件,构建了可以描述海岸淤泥“两步”屈服过程的流变模型,能够准确地还原淤泥在振荡荷载剪切下的流变响应。此外,基于试验数据,确定了模型参数与淤泥密度及荷载频率之间的关系。.(4)基于该流变模型,二次开发了CFD 数值模拟软件 FLUENT,将粘弹性流体本构方程与N-S 方程耦合求解,构建了可模拟波浪-淤泥相互作用的数值波浪水槽模型。通过椭圆余弦波和孤立波简化极端台风波浪,模拟了粘弹性淤泥与台风浪的互馈过程:极端风浪作用下,浅层淤泥二次屈服流化现象明显;流化后的淤泥消浪作用增强,而其存留的弹性存储了部分波能,在波浪过后增加了浮泥的存续时间。.研究成果完善了淤泥质潮滩波浪和地貌互馈作用的理论体系,加深理解了潮滩浮泥生成与消波机理,对潮滩地貌演变和防灾减灾评估有重要的科学与实践意义。
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