Bragg reflection of water waves by multiple floating horizontal flexible membranes with submerged rectangular bars on the seabed     

《Applied Ocean Research》2019

Bragg reflection of water waves by multiple floating horizontal flexible membranes is investigated based on the linear wave theory and the assumption of small membrane response. Under the floating horizontal membranes, periodical submerged rectangular bars are arranged on the flat seabed. The total reflection and transmission coefficients are obtained by using the eigenfunction expansion method and the wide spacing approximation. The calculated coefficients are validated with the results available in the literature, which shows that the present method is applicable. The characteristics of Bragg reflection are systematically investigated by changing various parameters including the height of the rectangular bars, the number, the tension, the spacing, and the length of the flexible membranes. The results can help designing multiple floating horizontal flexible membranes as effective floating breakwaters by taking advantage of Bragg reflection.  相似文献   

全球Argo资料共享与服务平台设计与实现     

吴森森  曹敏杰  杜震洪  张丰  刘仁义  董贵莹 《海洋通报》2018,(3):287-295

Argo资料已成为海洋环境和气候变化研究重要的实测资料来源和基础数据支撑。自2007年全球Argo实时海洋观测网建成以来,每年产生的Argo资料稳固增长,数据总量呈现出海量增长趋势,如何实时有效地对Argo数据进行组织管理与信息服务已成为当前Argo资料共享的关键难题。本文针对Argo数据多源异构的时空特性及多元化的信息服务需求,综合运用分布式混合数据库架构,设计了一种适用于全球Argo资料组织管理的弹性扩展云存储模型,建立了基于Matlab的Argo网格化产品高效可视化方法,构建了基于Flex RIA的WebGIS服务框架,并研制了"全球Argo资料共享与服务平台"实例。平台实现了对全球Argo资料的查询浏览、快速下载及可视化分析等功能,并已在中国Argo实时资料中心部署及对外服务。  相似文献   

基于WebGIS定制平台的开发与应用   总被引：1，自引：0，他引：1  

李安波  闾国年  孙小燕  黄丙湖  孙亚琴 《地球信息科学学报》2007,9(4):57-63

基于柔性设计、定制及框架技术,形成应用型WebGIS定制平台的概念及框架,提炼了平台的高柔性、多粒度功能复用、充分可定制三大特点,进行了数据定制与配置、界面定制与配置、功能定制与配置等功能的研究与设计。基于WebGIS定制平台的开发与应用实践证明:该开发模式实现了多个WebGIS应用系统的敏捷开发,较好地支持了数据共享、功能复用与界面的一致性。  相似文献   

淹没植物对河道糙率的影响   总被引：1，自引：0，他引：1  

拾兵  王川源  尹则高  吴航 《中国海洋大学学报(自然科学版)》2009,39(2)

基于河道水动力及植物柔性变形分析,建立淹没状态下的植物河道糙率计算的理论关系,同时,利用试验资料及理论分析成果,进一步获得了植物河道糙率的附加值,借此可以分析与评价河道植物对水流阻力的影响程度.  相似文献   

Performance of pile-restrained flexible floating breakwaters     

Ioanna Diamantoulaki  Demos C. Angelides  George D. Manolis 《Applied Ocean Research》2008,30(4):243-255

The overall performance of pile-restrained flexible floating breakwaters is investigated under the action of linear monochromatic incident waves in the frequency domain. The aforementioned floating breakwaters undergo only vertical structural deflections along their length and are held in place by means of vertical piles. The total number of degrees of freedom equals the six conventional body modes, when the breakwater moves as a rigid body, plus the extra bending modes. These bending modes are introduced to represent the structural deflections of the floating breakwater and are described by the Bernoulli–Euler flexible beam equation. The number of bending modes introduced is determined through an appropriate iterative procedure. The hydrostatic coefficients corresponding to the bending modes are also derived. The numerical analysis of the flexible floating breakwaters is based on a three-dimensional hydrodynamic formulation of the floating body. A parametric study is carried out for a wide range of structural stiffness parameters and wave headings, to investigate their effect on the performance of flexible floating breakwaters. Moreover, this performance is compared with that of the corresponding pile-restrained rigid floating breakwater. Results indicated that the degree of structural stiffness and the wave heading strongly affect the performance of flexible floating breakwaters. The existence of an “optimum” value of structural stiffness is demonstrated for the entire wave frequency range.  相似文献   

Experimental Study on Coupled Cross-Flow and in-Line Vortex-Induced Vibration of Flexible Risers   总被引：1，自引：1，他引：0  

郭海燕  娄敏 《中国海洋工程》2008,22(1):123-129

In this work, we study the coupled cross-flow and in-line vortex-induced vibration （VIV） of a fixedly mounted flexible pipe, which is free to move in cross-flow （ Y- ） and in-line （ X- ） direction in a fluid flow where the mass and natural frequencies are precisely the same in both X- and Y-direction. The fluid speed varies from low to high with the corresponding vortex shedding frequency varying from below the first natural frequency to above the second natural frequency of the flexible pipe. Particular emphasis was placed on the investigation of the relationship between in-line and cross-flow vibration. The experimental results analyzed by using these measurements exhibits several valuable features.  相似文献   

A unified CFD‐DEM approach for modeling of debris flow impacts on flexible barriers          下载免费PDF全文

Xingyue Li  Jidong Zhao 《国际地质力学数值与分析法杂志》2018,42(14):1643-1670

This paper presents a unified modeling framework to investigate the impacts of debris flow on flexible barriers, based on coupled computational fluid dynamics and discrete element method (CFD‐DEM). We consider a debris flow as a mixture of fluid and particles where the fluid and particle phases are modeled by the CFD and the DEM, respectively. The fluid‐particle coupling is considered by the exchange of interaction forces between CFD and DEM calculations. The flexible barrier is simulated by the DEM as a network of bonded particles with remote interactions. The proposed coupled CFD‐DEM approach enables us to conveniently handle the complicated three‐way interactions among the fluid, the particles, and the flexible barrier structure for debris flow impact simulations. The proposed approach is first used to investigate the influences of channel inclination and the volumetric solid fraction in a debris mixture on the impact force, the resultant deformation, and the retained mass in a flexible barrier. The predictions agree well with existing experimental and numerical studies. We further examine the possible failure modes of a flexible barrier under debris flow impact and their underlying mechanisms. The performance of different components in a flexible barrier system, including single wires, double twists and cables, and their load sharing mechanisms, are carefully evaluated. The proposed unified framework offers a novel, promising pathway towards physically based, quantitative analysis and design of flexible barriers for debris flow mitigation.  相似文献   

考虑传感器故障的柔性航天器自适应积分滑模主动容错控制     

高志峰  韩冰  钱默抒  林金星 《南京气象学院学报》2018,10(2):146-152

针对考虑传感器故障的柔性航天器姿态系统,提出了一种主动容错控制方法.首先,通过对测量输出进行滤波,将传感器故障转化为执行器故障形式;接着,设计一个基于未知输入观测器的自适应故障估计观测器,对未知故障进行辨识,同时,采用了一个故障检测观测器,对故障的发生进行检测;然后,利用故障估计信号对系统输出进行调节,结合自适应积分滑模和线性矩阵不等式技术设计输出反馈容错控制器;最后,对所设计的主动容错控制方法进行仿真,验证了所提方法的有效性.  相似文献   

Behavior of Vertical Pressure Imposed on the Bottom of a Trench     

Young-Suk Song  Meng-Leang Bov  Won-Pyo Hong 《Marine Georesources & Geotechnology》2016,34(8):703-711

A series of model tests were performed to investigate the behavior of vertical pressure imposed on the bottom of a trench. The tests were conducted in two phases to generate soil arching due to soil deformation: (1) the backfilling phase and (2) the lowering-bottom phase. First, the backfilling phase was performed by filling sand into the trench, in which soil deformation was developed due to selfcompaction by the weight of the sand. The lowering-bottom phase was then conducted by lowering the bottom plate of the trench to induce additional soil deformation. The behavior of the vertical pressure acting on the bottom of the trench during the backfilling phase can simulate that of the vertical pressure imposed on the bottom of buried rigid pipes. The behaviors of buried flexible pipes could be observed during the lowering-bottom phase, in which both the minimum and the maximum vertical pressures could be obtained according to the induced soil deformation. A novel method for predicting the vertical pressures in each phase was proposed. The agreements between the predictions by the proposed method and the experimental results were demonstrated.  相似文献   

柔性垂直阻隔技术在危废污染应急治理项目中的应用          下载免费PDF全文

孙晓东  周嘉宾  郑峰  刘力奇 《探矿工程》2016,43(10):126-130

通过江苏省靖江市一危废污染应急治理项目,对比刚性垂直阻隔,采用柔性垂直阻隔可更好地阻断场地内填埋污染物与周边土壤及地下水的水力联系。柔性垂直阻隔具有防渗性能好、抗变形能力强、使用寿命长等特点,并重点阐述了其技术原理、施工工艺及施工要点,可为后续类似工程提供参考。  相似文献