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Interactions between Long Ocean Waves and Muddy Sea Floor

Interactions between Long Ocean Waves and Muddy Sea Floor
长海浪与泥泞海底之间的相互作用
批准号:
0751079
负责人:
Philip Liu
金额:
$29.89万
依托单位:
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2008
资助国家:
美国
项目状态:
已结题
起止时间:
2008-07-01 至 2012-06-30

项目摘要

项目成果

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中文摘要
翻译
智力优势:在大陆架和沿海地区,风浪与海底相互作用,发生了许多动态过程。如果海底是由沉积物组成的,与沉积物流变性有关的各种耗散机制在增强波浪阻尼力和改变波浪特性方面起着重要作用。在这个项目下,研究人员将进行一项综合的理论和实验计划,以实现几个科学目标。首先,将建立瞬变波荷载作用下泥石流的解析解,以加深我们对各种海底耗散机制及其对瞬变长波传播的影响的基本了解。其次,将生成一个高质量的详细实验数据集的档案,研究人员可以使用这些数据集来测试他们自己的分析和数值模型。第三,将进行模型与数据的比较,以了解解析解的局限性,并将开发波浪荷载下泥石流的直接数值模拟(DNS)模型,以进一步探索物理过程。根据泥浆流变性的不同,将开发不同应力-应变关系的Navier-Stokes求解器,以适应不同的波浪载荷。第四,发展包含海底耗散机制的深度积分、相分辨的波浪传播模型。计划进行一项案例研究,以检验圭亚那沿海系统的波浪衰减,该系统的特点是亚马逊泥浆沉积非常厚。广泛的影响:拟议的研究活动处于几个科学和工程领域--海洋学、流体力学和海岸工程--的交界处,将在它们之间架起一座桥梁。该项目将培养一名博士生,他们将接受实验技术、数值方法和分析解技术方面的尖端培训。此外,学生将接受报告写作和口头陈述方面的培训,并将鼓励他/她参加技术会议。拟议项目中开发的域名系统数值模型将作为许多相关工程科学领域的研究工具,经过一些修改后,可以用于研究海浪引起的土壤破坏、泥石流和沿海建筑物周围的冲刷。考虑了海底耗散机制的Boussinesq型波浪模型是该项目的主要产品,将为沿海工程师在存在泥质海床的沿海地区的各种应用中提供有用的工具。新的Boussinesq模型也可以用来研究海啸期间的泥沙输运和沉积。实验室数据将用于对当前和其他开发中的其他数值模型进行基准测试。为了加快传播在项目期间学到的知识,我们将开发和维护一个项目网站,并在同行评议的文献中出版手稿。研究人员S的大部分研究活动可以在以下网页上找到:http://ceeserver.cee.cornell.edu/pll-group/index.htm康奈尔大学的几门高水平本科生和研究生课程将从研究项目中受益匪浅,因为项目中开发的实验室测量技术可以用于这些课程。目前,该调查员正在监督由国家科学基金会和工程学院基金资助的3名REU学生。在建议的项目中,他将继承这一传统,鼓励有兴趣的本科生参与研究。
英文摘要
Intellectual Merit: On the continental shelf and in the coastal zone, wind waves interact with sea floor and a number of dynamic processes take place. If the sea floor is composed of sediments, a variety of dissipation mechanisms associated with the sediment rheology play important roles in enhancing wave damping and in modifying wave characteristics. Under this project the investigator will conduct an integrated theoretical and experimental program to accomplish several scientific goals. First, analytical solutions for mud flows under transient wave loadings will be developed to improve our fundamental understanding of various sea bottom dissipative mechanisms and their impacts on transient long wave propagation. Second, An archive of quality detailed experimental data sets that researchers may use to test their own analytic and numerical models will be generated. Third, model-data comparisons will be performed to understand the limitations of analytical solutions and direct numerical simulation (DNS) models for mud flows under wave loadings will be developed to further explore the physical processes. A Navier-Stokes solver with different stress-strain relationships, which depend on the rheology of the fluid mud, will be developed for various wave loadings. Fourth, depth-integrated, phase-resolving wave propagation models with sea bottom dissipative mechanisms included will be developed. A case study is planned to examine the wave attenuation in the Guyana coastal system that is characterized by very thick deposits of Amazon mud.Broader Impacts: The proposed research activities are at the interface between several field of science and engineering ¨C oceanography, fluid mechanics, and coastal engineering and will serve a bridge among them. The project will train one PhD student who will receive cutting edge training in experimental techniques, numerical methods and analytical solution techniques. Furthermore, the student will be trained in report writing and oral presentation and he/she will be encouraged to attend technical conferences and meetings. The DNS numerical models to be developed in the proposed project will be useful as research tools for many related engineering science field and can be employed after some modifications to investigate wave©\induced soil failures, debris flows and scouring around coastal structures. The Boussinesq-type wave models with the seafloor dissipative mechanisms considered, which are the main products of the project, will be useful tools for coastal engineers in various applications in the coastal regions where muddy seabeds are present. The new Boussinesq-type model can also be used to investigate the sediment transport and deposit during tsunamis. The laboratory data will be used to benchmark other numerical models under current and other development. To expedite the dissemination of what is learned during the project, we will develop and maintain a project web site, in addition to publishing manuscripts in the peer-reviewed literatures. Most of the investigator¡¯s research activities can be found on the following webpage: http://ceeserver.cee.cornell.edu/pll-group/index.htm Several upper-level undergraduate and graduate student courses at Cornell will be benefit significantly from the research project, as the laboratory measurement techniques developed in the project can be used in these courses. Currently the investigator is supervising 3 REU students supported by NSF and Engineering College fund. In the proposed project, he will carry on this tradition and encourage interested undergraduates to participate in research.
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NEESR-SD: Measuring Runup and Bed Shear Stress Using Long Stroke Wave-Makers
  • 批准号:
    1041541
  • 项目类别:
    Standard Grant
  • 资助金额:
    $20.0万
  • 财政年份:
    2010
  • 负责人:
    Philip Liu
  • 依托单位:
Breaking and Runup of Transient Long Waves
  • 批准号:
    0925711
  • 项目类别:
    Standard Grant
  • 资助金额:
    $54.37万
  • 财政年份:
    2009
  • 负责人:
    Philip Liu
  • 依托单位:
EAGER: Developing and Testing Algorithms for Generating Leading Tsunami Waves
  • 批准号:
    0960512
  • 项目类别:
    Standard Grant
  • 资助金额:
    $5.0万
  • 财政年份:
    2009
  • 负责人:
    Philip Liu
  • 依托单位:
Transient wave-induced instability in shallow water bottom boundary layers
  • 批准号:
    0756327
  • 项目类别:
    Standard Grant
  • 资助金额:
    $25.77万
  • 财政年份:
    2008
  • 负责人:
    Philip Liu
  • 依托单位:
海外基金