单向流作用下沉底物体对水流结构和地形变化的影响

<正>在河口水流环境中,床面上的物体(如海底管线、水雷、桥墩、丁坝等)会对流场、底床产生重要影响。由于物体的存在造成局部流动呈强三维紊动特征,泥沙运动剧烈,从而造成局部地形强烈变化。物体周围的局部冲刷过程和机理十分复杂,涉及物体形状、水动力环境、底床泥沙类型等多种因素。对于此类问题,模型实验分析一直是主要的研     

任意水流条件下波浪受地形及水流影响的折射

基于波浪作用通量守恒原则,分析了任意水流条件下波浪在水流、地形综合影响下的折射计算方法,就考虑与不考虑底摩擦损耗二种情况下组合不同的波浪入射方向(α_0<70°)及水流方向(β<30°)进行了一系列的计算,绘制了平直海岸均匀水流及无底摩擦损耗条件下可供工程实用的诺漠图。     

波浪谱在地形水流综合作用下的折射

根据波浪作用通量守恒原则,本文分析了波浪谱在水流与地形综合作用下的折射计算方法,提出了在平直海岸上受水流作用的折射计算程序WCINDS4.按与规则波计算结果的对比,给出了对比系数的诺谟图,可供实际工程应用.     

方向分布对波浪谱在地形水流影响下折射的影响

本文计算分析了 Pierson-Moskowitz 谱、JONSWAP 谱与 Bretschnei—der-光易谱在不同地形、水流与主波方向影响下的折射在是否计及波谱能量的方向分布的影响,计算表明波能的方向分布对于谱特征波高值及波能传播的平均方向都有不可忽视的影响。     

波浪谱在水流作用下的变化

本文根据波浪作用通量守恒原理及平稳随机过程的线性迭加原理分析了波面谱、速度谱及加速度谱在稳定均匀流作用下的变形问题。计算表明波谱分析法的结果比按特征值的规则波分析法的结果更为合理,特别是对流速与加速度场的分析尤为明显。计算结果与模型试验结果吻合较好。     

潮流及单向流作用下海底沙波形成和运移试验

基于量纲分析理论进行水槽试验,研究了潮流以及单向流作用下海底沙波的形成和发展过程。通过分析 海床地形数据,对海底沙波的特征尺度和发展过程进行定量描述,得出了潮流流速、周期、水深以及叠加单向流等因素对沙波特征尺度的影响。结果表明,潮流作用产生的海底地貌由大尺度的沙波和小尺度的沙纹共同组成,大尺度沙波在地貌形态塑造中占主导地位。从平坦海床开始,沙波波高和波长随水流作用逐渐增大,增长速度越来越慢,最终达到动态平衡。沙波特征波高和特征波长随流速和水深增大而增大,同时随往复流周期的增大而增大,并不断趋近于单向水流的情况。进一步对小尺度的沙纹地貌进行分析,得出了沙纹特征尺度随水流条件的变化规律。     

波浪谱在任意水流条件下受地形及水流影响的折射

根据波能射线间波浪作用通量守恒的原则,基于波浪的线性叠加原理,本文分析了在水流、地形综合影响下波浪频谱的折射计算方法,同时就计及与不计及底摩擦损耗的情况进行了比较。计算表明,按谱分析得出的结果较按规则波方法可得出更符合实际海况的结果。     

地形和流同时影响下波向线的数值计算

本文提出一种同时考虑地形和均匀流影响的波向线数值解法及其具体的计算步骤。作为例子,对一种理想的简单地形作了数值计算并绘出波向线图。计算结果表明,流对波浪折射有明显的作用。     

地形和流同时影响下波向线的数值计算

本文提出一种同时考虑地形和均匀流影响的波向线数值解法及其具体的计算步骤。作为例子，对一种理想的简单地形作了数值计算并绘出波向线图．计算结果表明．流对波浪折射有明显的作用。     

Numerical Study on Characteristics of Supercavitating Flow Around the Variable-Lateral-Force Cavitator

A control scheme named the variable-lateral-force cavitator, which is focused on the control of lift force, drag force and lateral forces for underwater supercavity vehicles was proposed, and the supercavitating flow around the cavitator was investigated numerically using the mixture multiphase flow model. It is verified that the forces of pitching, yawing, drag and lift, as well as the supercavity size of the underwater vehicle can be effectively regulated through the movements of the control element of the variable-lateral-force cavitator in the radial and circumferential directions. In addition, if the control element on either side protrudes to a height of 5% of the diameter of the front cavitator, an amount of forces of pitching and yawing equivalent to 30% of the drag force will be produced, and the supercavity section appears concave inwards simultaneously. It is also found that both the drag force and lift force of the variable-lateral-force cavitator decline as the angle of attack increases.     

Numerical Analysis of Seismic Dynamic Response of Saturated Porous Seabed Around a Buried Pipeline

The stability of submarine pipelines has been extensively studied by coastal engineers in recent years. Seismic-induced pore pressure and effective stresses in the saturated porous seabed and pipeline are the main important factors in the analysis of foundation stability around submarine pipelines. The majority research of the seismic-induced dynamic response around an offshore pipeline has been limited to two-dimension cases. In this paper, a three-dimensional finite element model including buried pipeline is established by extending DYNE3WAC. Based on the proposed numerical model, a parametric study is conducted to examine the effects of soil characteristics and pipeline configurations on the seismic-induced soil response around offshore pipelines.     

Study on Flow Field Around Vertical Breakwater Under Different Overtopping Conditions Based on Numerical Simulation

A numerical wave flume is constructed based on the Reynolds Averaged Navier-Stokes (RANS) equations with turbulence closure by a modified k-ε model to study the viscous interactions of waves with vertical breakwaters for different overtopping cases. The governing equations,the turbulence model,boundary conditions,and solution method for the numerical wave flume are introduced briefly. The reliability of the numerical wave flume is examined by comparing the numerical results with the experimental measurement...     

各种间隙比下海底管线绕流二维数值模拟与实验研究

通过数值模拟方法与物理模型实验,对不同间隙比情况下的海底管线绕流特性进行研究。数值模拟采用有限差分法对标准k-ε湍流方程和控制方程进行离散,利用GMRES算法求解离散方程,模拟绕流流场。物理模型实验中采用超声测速仪ADV系统测取不同断面的流速分布情况,分别分析不同间隙比情况下的漩涡运动特性。同时分析各垂直断面不同间隙比时尾流流速变化情况,数值模拟结果与实验结果吻合较好,本文成果为进一步研究海底管线的防护措施打下基础。     

Numerical Model of Internal Solitary Wave Evolution on Impermeable Variable Seabed in A Stratified Two-Layer Fluid System

1.IntroductionIn mathematics and physics,a soliton is a self-reinforcing solitary wave caused by nonlinear ef-fectsinthe medium.Solitons are found in many physical phenomena(Chou and Shih,1996;Chouand Quyang,1999;Chouet al.,2003;Chenet al.,2004;Wang,2004;…     

Numerical Study on the 3-D Complex Characteristics of Flow Around the Hull Structure of TLP

Vortex-induced motion is based on the complex characteristics of the flow around the tension leg platform (TLP) hull. By considering the flow field of the South China Sea and the configuration of the platform, three typical flow velocities and three flow directions are chosen to study the numerical simulation of the flow field characteristics around the TLP hull. Reynolds-averaged Navier–Stokes equations combined with the detached eddy simulation turbulence model are employed in the numerical study. The hydrodynamic coefficients of columns and pontoons, the total drag and lift coefficients of the TLP, the formation and development of the wake, and the vorticity iso-surfaces for different inlet velocities and current directions are discussed in this paper. The average value of the drag coefficient of the upstream columns is considerably larger than that of the downstream columns in the inlet direction of 0°. Although the time history of the lift coefficient demonstrates a “beating” behavior, the plot shows regularity in general. The Strouhal number decreases as the inlet velocity increases from the power spectral density plot at different flow velocities. The mean root values of the lift and drag coefficients of the front column decrease as the current direction increases. Under the symmetrical configuration of 45°, the streamwise force on C4 is the smallest, whereas the transverse force is the largest. The broken vortex conditions in current directions of 22.5° and 45° are more serious than that in the current direction of 0°. In addition, turbulence at the bottom of the TLP becomes stronger when the current direction changes from 0° to 45°. However, a high inlet velocity indicates a large region influenced by the broken vortex and shows the emergence of the wake behind the TLP under the same current angle.     

Numerical Simulation of Wave Forces on Seabed Pipelines

A three-step finite element method(FEM)together with Large Eddy Simulation(LES)is ap-plied to incompressible turbulent flow around seabed pipelines at relatively high Reynolds numbers.Bothtwo-dimensional and three-dimensional numerical simulation is carried out to determine thethree-dimensional effect.The results of numerical simulation agree quite well with the wave forces actingon pipeline models measured in physical model test.     

Numerical Wave Flume Study on Wave Motion Around Submerged Plates

1 .IntroductionApile supportedplatesubmergedatacertaindepthunderseasurfacewasdevelopedasanewtypeofunderwaterbreakwaterfortheprotectionofcoastlinesandharbors .Thisisbecauseitdoesnothinderthewaterexchangebetweentheopenseaandtheprotectedareanordoesithindertheviewovertheopensea .Besides,itislessdependentonthegeotechnicalconditionsoftheseabottomwherethestructureistobeinstalled ;however,itscostishigh ,particularlyinrelativelydeepwaters .Formanyapplicationsitispossibletoreducethewavemotionintheprotec…     

Numerical Simulation and Experimental Study of the Effects of Disposal Space on the Flow Field Around the Combined Three-Tube Reefs

The artificial reefs placed on the seabed with different layouts and disposal spaces will produce variational flow field. The intensity and scale of the combined three-tube artificial reefs with different layouts at five Reynolds numbers (Re) are numerically investigated by use of the RNG k?ε turbulent model and SIMPLEC algorithm. A stationary no-slip boundary condition is used on the models and the bottoms, and the free surface is treated as a “moving wall” with zero shear force and the same velocity with inflow. In order to validate the simulation results, a particle image velocimetry (PIV) experiment is carried out to analyze the flow field. The numerical simulation results are consistent with the data obtained from experiment. The corresponding errors are all below 20%. Based on the validation, the effects of disposal space on flow field are simulated and analyzed. According to the simulation, in a parallel combination, a better artificial reef effect is obtained when the disposal space between two parallel reefs is 1.0L (L is the length of the combined three-tube reef model). In a vertical combination, when the disposal space between two vertical reefs is 1.0L to 2.0L, the artificial reef effect is better.