A Model of Wave Spectrum in Shallow Water

By using the shallow water wave data continuously recorded in the Bohai Sea, Huanghai Sea, East China sea and South China Sea. a model of wave spectrum in shallow water is developed with three parameters—average wave height, average period and relative depth—on the basis of the principle of the spectrum pattern simularity and the method of parameterization. The magnitude of frequency index in the high frequency     

Wave Numerical Model for Shallow Water

The history of forecasting wind waves by wave energy conservation equation is briefly des-cribed.Several currently used wave numerical models for shallow water based on different wave theoriesare discussed.Wave energy conservation models for the simulation of shallow water waves are introduced,with emphasis placed on the SWAN model,which takes use of the most advanced wave research achieve-ments and has been applied to several theoretical and field conditions.The characteristics and applicabilityof the model,the finite difference numerical scheme of the action balance equation and its source termscomputing methods are described in detail.The model has been verified with the propagation refractionnumerical experiments for waves propagating in following and opposing currents;finally.the model is ap-plied to the Haian Gulf area to simulate the wave height and wave period field there,and the results arecompared with observed data.     

国外浅水反水雷的发展探究

水雷是具有战略威慑作用的常规兵器,在历次海战中均发挥着巨大作用,特别是在登陆作战时, 浅水水雷是抗登障碍物重要组成部分,能否快速清扫水雷直接影响着登陆作战的成败。海军在未来执行作战任务时,将不可避免遭遇到浅水水雷的威胁。针对浅水反水雷的需求,我国应加快推进浅水反水雷装备的研制,提升登陆作战时的反水雷能力。     

海底散射模型对浅海混响的影响研究

对于混响预报,散射强度是一个相当重要的物理量。在波束位移射线简正波理论的基础上推导了浅海混响模型,仿真比较了负跃层浅海情况四种海底散射模型对应的混响衰减曲线,结果表明海底散射模型对浅海混响的影响较为显著。     

滩海桶形基础极限水平承载力研究

桶形基础是90年代初期发展起来的一种新型海洋工程结构，与传统的海洋结构基础型式相比有很多优点。但是，目前尚无计算桶形基础的承载力的规范依据和简单实用的计算方法。文章在分析与研究室内、外模型试验结果的基础上，利用Winkler假定，按空间问题推出了一个形式简单的桶形基础水平极限承载力计算公式，并由试验结果验证了这一公式的合理性。     

Three-dimensional Motion of Multichain-Buoy Mooring System in shallow Water and Survival Conditions

An engineering numerical model for three-dimensional motion of multichain-buoy mooringsystem in shallow water and survival condition is given in this paper.Shooting-aim method is employedfor solving the dynamic equations of chain system in order to match the computation of buoy motion.Theresponses of buoy and chain have been computed for different wind-wave-current directions and differentrigidity of chain.The results show that the present numerical model is reasonable.     

Mechanistic Drifting Forecast Model for A Small Semi-Submersible Drifter Under Tide-Wind-Wave Conditions

Understanding the drifting motion of a small semi-submersible drifter is of vital importance regarding monitoring surface currents and the floating pollutants in coastal regions. This work addresses this issue by establishing a mechanistic drifting forecast model based on kinetic analysis. Taking tide-wind-wave into consideration, the forecast model is validated against in situ drifting experiment in the Radial Sand Ridges. Model results show good performance with respect to the measured drifting features, characterized by migrating back and forth twice a day with daily downwind displacements. Trajectory models are used to evaluate the influence of the individual hydrodynamic forcing. The tidal current is the fundamental dynamic condition in the Radial Sand Ridges and has the greatest impact on the drifting distance. However, it loses its leading position in the field of the daily displacement of the used drifter. The simulations reveal that different hydrodynamic forces dominate the daily displacement of the used drifter at different wind scales. The wave-induced mass transport has the greatest influence on the daily displacement at Beaufort wind scale 5-6; while wind drag contributes mostly at wind scale 2-4.     

基于第三代浅水波浪模型的海区泥沙骤淤数值预报及工程应用

在简要介绍现有近岸波浪数值模型的基础上,对应用了最新波浪研究成果、适用于海岸、湖泊和河口地区的第三代浅水波浪数值预报模型的研究和应用进行了详细论述。通过该模型数值计算得到黄程山局部区域不同风向的有效波高分布,将模型与海区泥沙骤淤机理相结合,进而得到整个区域平均含沙量的分布,并数值预报近岸区域骤淤量随时间的变化,研究成果可为海区大风浪情况下骤淤预报提供理论指导,本文最后讨论了泥沙骤淤计算模型未来发展的趋势。     

循环荷载下饱和粉土地基单桩水平承载特性试验研究

在饱和粉土地基中进行了单桩水平静力和循环加载室内模型试验,实测得到静载和循环荷载下桩身弯矩与深度的关系、桩身最大弯矩与循环次数之间的关系等,推导出静载和循环荷载下粉土的p-y曲线,并结合API规范给出了针对粉土地基的相关参数。单桩循环加载试验结果表明,在一定深度内随着循环次数增大,粉土极限抗力显著减小,文中给出了不同循环次数和深度下粉土地基极限抗力的折减系数建议值。     

浅滩海冰断裂的一种可能模式分析

引起近岸海冰断裂的因素很多,如风、浪、潮流等.本文主要分析了涨落潮对浅滩海冰断裂的影响,并建立了其计算模式.计算结果表明海冰的厚度h和长度ι、以及岸坡角a是决定海冰破碎长度lp的主要因素.     

浅海型水下滑翔机技术研究现状分析

美国Teledyne Webb Research公司按照型号系列化、结构模块化和测量多样化的设计思路研制水下滑翔机,其Slocum 200浅海型和Slocum 1000深海型水下滑翔机在海洋环境观测领域具有广泛的客户需求。文中以200 m浅海型和1 000 m深海型两款水下滑翔机为例,详细对比了两者的技术特点,并在此基础上阐述了两者各自适用的海洋环境观测应用范围,两者优势互补,难以取代对方。浅海型水下滑翔机具有锯齿剖面密度大、折返机动性高和平均前向速度快的特点,适合在近海岸、陆架坡折和深海温跃层等区域对高时空变率海洋现象进行观测。近几年,我国深海型水下滑翔机技术取得了惊人进步,同时,我国浅海型水下滑翔机技术也在快速发展,这对推动我国海洋环境监测业务水平的提升意义重大。     

Simulation of Wetting and Drying Processes in A Depth Integrated Shallow Water Flow Model by Slot Method

A particular porosity method named ＂slot method＂ is implemented in a depth-integrated shallow water flow model （DIVAST） to simulate wetting and drying processes. Discussed is the relationship between the shape factors of the ＂slot＂ and the preset depth used in ＂wetting-drying＂ algorithm. Two typical tests are conducted to examine the performance of the method with the effect of the shape factors of the ＂slot＂ being checked in detail in the first test. Numerical results demonstrate that： 1 ） no additional effort to improve the finite difference scheme is needed to implement ＂slot method＂ in DIVAST, and 2） ＂slot method＂ will simulate wetting and diying processes correctly if the shape factors of the ＂slot＂ being selected properly.     

浅水潮波模式变分同化共轭码技术研究

以浅水潮波模式为例，详细讨论了共轭码技术的使用方法以及代码检验，并建立了海洋浅水模式的共轭模式。利用浅水潮波模式及其共轭模式进行了流速和水位的初始场优化试验。试验结果表明，初始场优化对于潮波系统数值模拟具有重要的作用，同时也说明利用共轭码技术可以有效地设计共轭模式，进行各种同化试验研究，显示了共轭码技术的诸多优点。     

A Computational Model for Velocity Separation in Shallow Sea

Based on the hydrodynamical feature and the theoretical velocity profiles of tidal flow and vvind-induced flow in shal-low sea, a computational model is established for the first time, which can separate observed velocity into tidal velocity and wind-induced velocity by use of the least square method. With the model, not only the surface velocities of tidal flow and vvind-induced flow are obtained, but also the bed roughness height is determined and the wind velocity above the wa-ter surface is estimated. For verification of the model, the observed velocity in the Yellow River Estuary and the laborato-ry test is separated, then it is applied to the Yangtze River Estuary. All the results are satisfactory. The research results show that the model is simple in method, feasible in process and reasonable in result. The model is a valid approach to analysis and computation of field dala, and can be applied to separate the observed velocity in shallow sea; at the same time, reasonable boundary conditions of th     

谈浅海油田固定平台应急电站设计

结合埕岛中心二号平台的设计实践,对浅海油田固定平台应急发电机组的选型、布置、辅助系统配置、供电范围等内容进行探讨     

复杂地形下海浪数值模式的特征线计算格式

LAGFD-WAM海浪数值模式是一种第三代海浪数值模式，通过求解波数谱平衡方程，并考虑风输入、波浪破碎耗散、底摩擦耗散、波波非线性相互作用和波流相互作用等源函数，模拟波数空间下的海浪方向谱，并依此获得海浪的波高、周期和平均波向。该模式的一个显著特点是采用特征线嵌入格式求解海浪的传播。在进行浅水区域的海浪模拟时，特征线嵌入格式的数值计算方案是否合理对海浪数值模拟结果产生直接的影响。为此LAGFD-WAM海浪数值模式提出了一种新的特征线混合数值计算格式，并应用于浅水海浪数值模拟。结果表明，采用该计算方法，能够使数值模拟结果与实测结果很好符合。     

基于极限学习机的浅海水深遥感反演研究

以Sentinel-2A遥感影像为数据源,在数据预处理基础上,使用极限学习机建立水深反演非线性回归模型,并与双波段回归模型、神经网络BP模型进行了比较。结果表明,总体上,支持极限学习机反演精度比较高,在水深5～20m处,极限学习机模型具有较高的反演精度和良好的效果,适用于研究区的水深反演。     

Nonlinear Wave Force on Pier Group in Shallow Water

Based on the 1st order cnoidal wave theory, the wave diffraction around the pier group inshallow water is studied in this paper. The formulas for calculating the nonlinear wave forces are also presented here. In order to verify the theoretical results, model tests are conducted in the wave flume in The State Key Laboratory of Coastal and Offshore Engineering located in Dalian University of Technology. The range of the wave parameters in the experiments is characteristic wave period T g/d~(1/2) = 8.08- 22.86, characteristic wave height H/ d= 0.1 ~ 0.45. The results obtained from the experiments agree with the theoretical results quite well. It is shown that, in shallow water the nonlinear wave forces acting on a pier group are greater than those calculated by linear wave theory, the value of increment in wave force increases with the increases of the nonlinearity of the wave. In the wave range studied in this paper, the nonlinear wave force can reach over 4 times the force calculatecd by linear wave theory. Thus, it is suggested that, when Tg / d~(1/2)> 8, the wave force on the piers in the pier group in shallow water should be calculated by using the cnoidal wave theory.     

Numerical Simulation and Experimental Research on Wake Field of Ships Under off-Design Conditions

Different operating conditions (e.g. design and off-design) may lead to a significant difference in the hydrodynamics performance of a ship, especially in the total resistance and wake field of ships. This work investigated the hydrodynamic performance of the well-known KRISO 3600 TEU Container Ship (KCS) under three different operating conditions by means of Particle Image Velocimetry (PIV) and Computational Fluid Dynamics (CFD). The comparison results show that the use of PIV to measure a ship’s nominal wake field is an important method which has the advantages of being contactless and highly accurate. Acceptable agreements between the results obtained by the two different methods are achieved. Results indicate that the total resistances of the KCS model under two off-design conditions are 23.88% and 13.92% larger than that under the designed condition, respectively.