重力活塞取样器取样技术研究

现代海洋沉积物柱状取样技术是一套综合性的高新技术系统,它一般应该包括：优良的取样器具,方便灵活的取样操作设备,高精度的定位导航仪器和高分辨率的地形、地貌、地层探测系统等四个方面。我国和先进国家相比,取样操作设备方面差距最大,应该成为我国今后取样技术研究和发展的重点     

Estimation of Residual Undrained Shear Strength from Gravity Corer Penetration Data

Residual undrained shear strength, s _{u_res} , is an important parameter for analyzing the response of structures buried within potentially unstable soil mass. A framework for estimating s _{u_res} of fine grained sediments from gravity corer penetration has been developed considering viscous drag during free fall of the corer through seawater and cohesive energy loss during sediment penetration. The procedure was used to estimate s _{u_res} using data from a submarine geotechnical investigation in western Canada. Comparison of the results with alternative estimates of s _{u_res} from miniature torvane tests on the gravity core samples and CPTs performed nearby reveals a reasonable agreement.     

Estimation of Residual Undrained Shear Strength from Gravity Corer Penetration Data

Residual undrained shear strength, s_{u_res}, is an important parameter for analyzing the response of structures buried within potentially unstable soil mass. A framework for estimating s_{u_res} of fine grained sediments from gravity corer penetration has been developed considering viscous drag during free fall of the corer through seawater and cohesive energy loss during sediment penetration. The procedure was used to estimate s_{u_res} using data from a submarine geotechnical investigation in western Canada. Comparison of the results with alternative estimates of s_{u_res} from miniature torvane tests on the gravity core samples and CPTs performed nearby reveals a reasonable agreement.     

Observation of corer penetration and sample entry during gravity coring

Gravity core samples provide the basic data source for a wide range of geological, geotechnical and geochemical studies. However, the length of the core recovered is often less than the penetration achieved by the corer, such cores being described as shortened. If the penetration of the corer has been measured, and it is assumed that no dropout of the core occurs as the barrel is withdrawn from the seabed, it is present practice to reconstruct in situ dimensions using an overall correction factor based on this penetration and the length of core recovered. However, measurements, reported here, have been made of corer penetration and sample entry and these show that the entry deficit (penetration minus sample entry) develops in some instances continuously, and in others intermittently. These results indicate that an overall correction factor is unlikely to be appropriate to any given section of the core.     

Simulation of Gravity Currents Using VOF Model

By the Volume of Fluid (VOF) rnultiphase flow model two-dimensional gravity currents with three phases including air are numerically simulated in this article. The necessity of consideration of turbulence effect for high Reynolds numbers is demonstrated quantitatively by LES (the Large Eddy Simulation) turbulence model. The gravity currents are simulated for h ≠ H as well as h= H, where h is the depth of the gravity current before the release and H is the depth of the in-truded fluid. Uprising of swell occurs when a current flows horizontally into another lighter one for h ≠ H. The problems under what condition the uprising of swell occurs and how long it takes are considered in this article. All the simulated results are in reasonable agreement with the experimental results available.     

Numerical Simulation of Hydrodynamic Behaviors of Gravity Cage in Waves

This paper aims at investigation of the dynamic properties of gravity cage exposed to waves by use of a numerical model. The numerical model is developed, based on lumped mass method to set up the equations of motion of the whole cage; meanwhile the solutions of equations are solved by the Runge-Kutta-Verner fifth-order and sixth-order method. Physical model tests have been carried out to examine the validity of the numerical model. The results by the numerical simulation agree well with the experimental data.     

Numerical Analysis on the Effects of Submerged Depth of the Grid and Direction of Incident Wave on Gravity Cage

In this paper,the numerical model of the net cage with the grid mooring system in waves is set up by the lumped mass method and rigid kinematics theory,and then the motion equations of floating system,net system,mooring system,and floaters are solved by the Runge-Kutta fifth-order method.For the verification of the numerical model,a series of physical model tests have been carried out.According to the comparisons between the simulated and experimental results,it can be found that the simulated and experimental results agree well in each condition.Then,the effects of submerged depth of grid and direction of incident wave propagation on hydrodynamic behaviors of the net cage are analyzed.According to the simulated results,it can be found that with the increase of submerged depth of grid,the forces acting on mooring lines and bridle lines increase,while the forces on grid lines decrease;the horizontal motion amplitudes of floating collar decrease obviously,while the vertical motion amplitudes of floating collar change little.When the direction of incident wave propagation changes,forces on mooting lines and motion of net cage also change accordingly.When the propagation direction of incident wave changes from 0° to 45°,forces on the main ropes and bridle ropes increase,while the forces on the grid ropes decrease.With the increasing propagation direction of incident wave,the horizontal amplitude of the forces collar decreases,while the vertical amplitude of the floating collar has little variation.     

区别于DSDP-ODP的深海保压保温天然气水合物钻探取心技术

到目前为止，任何深海天然气水合物原位岩心样品的钻探、取心技术都离不开ODP(大洋钻探计划)或DSDP(深海钻探计划)专用船舶钻探技术，该技术主要通过从工作母船上连接几百到几千米钻杆到海底，实现500—1000m的钻探，再通过不同类型PCS(保压取心器)与PTCS(保压保温取心器)取心工具实现样品采集。重要特点是投入经费巨大。新型保压保温取心钻具是将钻具直接固定在深海海底，实现样品的原位保真采集，针对国内外两类着底式天然气水合物钻探、取心技术进行了分析，对于深海浅表层天然气水合物原位样品采集作业反映了创新的思维、技术模式、设计方案与科学方法     

Simulation and Analysis of a Gravity Cyh''''nder''''s Stability in Short-Crested Sea

Generally, the reliability of ami -sliding and anti-overturning stability of an isolated gravity cylinder in a certain working period can be evaluated only when the statistical properties of short term stability are given first. The authors used numerical method to simulate the stability state function of a cylinder in short-crested sea, and further to get the probabilitical characteristics of the structure's stability by time domain analysis. The external loads appeared in the state functions include horizontal wave force, lift force and the respective moments, and the loads are correlated by co- spectrum. The numerical method presented in this paper can be used not only to solve short term reliability problem directly, but to calculate and analyse the long term reliability problem as well. For circular cylinders, an example of simulation and analysis is displayed in this paper.     

基于CEL法的埋深海底管道受坠物撞击损伤分析

海底管道一旦受到坠物撞击损伤,会造成严重的环境污染及经济损失,为保证管道在运行期间的安全性,常对其进行埋深处理。对于有埋深的海底管道,坠物的撞击会造成管道上覆土体的大变形,在数值模拟中会导致网格畸变,甚至无法收敛。耦合欧拉-拉格朗日法(CEL法)可有效处理土体大变形问题,本文基于此方法建立了坠物-管道-土体有限元模型,分析了坠物撞击速度、质量、形状、海床土体性质(弹性模量、内摩擦角、黏聚力)、埋深对海底管道塑性变形的影响。结果表明,管道的凹痕深度随坠物撞击速度和质量的增加而增加;坠物与海床土体及管道接触面积越小,管道的凹痕深度越大;管道的埋置深度及海床土体的性质对吸收坠物的撞击能量有直接关系:海床土体的强度越高、埋深越大,管道所受到的损伤程度越小。分析结果可为管道的设计与防护工作提供科学依据,且与现行规范比较,本文方法更加经济、合理。     

海底矿石软管中水力输送数值模拟研究

海底矿石在软管中的水力输送是深海采矿的重要过程。采用计算流体动力学—离散元耦合的计算方法（CFD-DEM）,对矿石颗粒在软管中的输送进行数值模拟,重点关注矿石颗粒的运动、分布规律以及管壁受到的颗粒作用力,分析输送速度和输送浓度（入射颗粒的体积分数）对输送过程的影响规律,探索管道中易发生堵塞、易受颗粒磨损的区域。结果表明,软管中颗粒的动力学特性与管道倾角、输送速度和输送浓度有关。颗粒主要沿管道截面底部推移,倾角较大的上升段出现处于悬移状态的颗粒;管道横截面内颗粒运动速度从上至下递减,截面中心处颗粒的速度接近输送速度。输送过程中颗粒的局部浓度（该区域颗粒与固液两相流的体积比）始终大于输送浓度,局部平均速度始终小于输送速度。上升段颗粒体积分数大于下降段,颗粒速度小于下降段。管道拱顶和谷底位置管壁所受颗粒作用力最明显,管壁最可能受颗粒磨损。     

我国陆海新一代平均重力异常基本分辨率等问题的研究

研究了建立我国陆海新一代平均重力异常数字模型的两个问题：一是基本分辨率的确定问题;二是拟合推估中已知重力点的选取问题。经过在全国范围内的计算,表明本文中的结论是正确的。     

冰载荷作用下重力式平台的静动力分析

重力式平台由于其自身特点,在中国海域有很好的应用前景.海冰作为1种不可避免的环境灾害,对重力式平台的破坏作用是不可忽视的.在重力式平台的设计和应用中必须充分考虑海冰的影响.海冰的破坏主要有静力的挤压破坏和瞬间的冲击破坏.本文考虑浅海重力式平台的建造特点,应用大型有限元分析软件Ansys对浅海重力式平台进行建模,模型建立后分别进行海冰的静动力分析.所得结果进行比较,得到在相同海冰情况下,其对重力式平台的静力挤压破坏要大于瞬时冲击破坏,在设计中应充分考虑海冰对结构物的挤压破坏.所得到的结论对重力式平台建造和应用有一定的指导意义.     

新型激光雷达浮标运动响应特性数值研究

以新型激光雷达浮标系统为研究对象,基于ANSYS/AQWA开展了激光雷达浮标系统运动响应特性数值研究,研究了浮标吃水深度、形状参数对于激光雷达浮标运动响应的影响规律,分析了附加质量、辐射阻尼、运动响应RAO及一阶、二阶波浪力等水动力参数。采用时域分析方法对不同风浪流荷载入射角度下的激光雷达浮标锚泊系统张力特性进行了计算分析。研究结果表明:随着浮标吃水深度的增加,浮标纵荡方向响应无明显变化,垂荡响应显著增大;随着浮标底部圆台直径的增大,浮标纵荡方向响应变化较小,而圆柱形浮标垂荡运动响应显著大于圆台形浮标;当浮标系泊锚链发生松弛—张紧状态变化时易出现极端张力,且极端张力出现的幅值和频率随有效波高的增大和谱峰周期的减小而增大。     

Coupled Responses of Sewol, Twin Barges and Slings During Salvage

Korean Sewol is successfully lifted up with the strand jack system based on twin barges. During the salvage operation, two barges and Sewol encounter offshore environmental conditions of wave, current and wind. It is inevitable that the relative motions among the three bodies are coupled with the sling tensions, which may cause big dynamic loads for the lifting system. During the project engineering phase and the site operation, it is necessary to build up a simulation model that can precisely generate the coupled responses in order to define a suitable weather window and monitor risks for the salvage operation. A special method for calculating multibody coupled responses is introduced into Sewol salvage project. Each body’s hydrodynamic force and moment in multibody configuration is calculated in the way that one body is treated as freely moving in space, while other bodies are set as fixed globally. The hydrodynamic force and moment are then applied into a numerical simulation model with some calibration coefficients being inserted. These coefficients are calibrated with the model test results. The simulation model built up this way can predict coupled responses with the similar accuracy as the model test and full scale measurement, and particularly generate multibody shielding effects. Site measured responses and the responses only resulted from from the simulation keep project management simultaneously to judge risks of each salvage stage, which are important for success of Sewol salvage.     

SII型海洋重力仪稳定平台倒台故障分析与处理

SⅡ型海洋重力仪凭借其动态测量精度高、系统可靠性强等优点已日益成为海洋调查中重力测量的重要仪器之一。从SⅡ型海洋重力仪在使用中出现的稳定平台倒台故障着手,分析了平台倒台故障的原因以及处理方法,并对仪器使用中的注意事项以及改进建议作了介绍。     

波浪能发电平台系泊系统耦合动力响应及水动力分析

本文以一种新型波浪能发电平台为研究对象,分别采用基于三维势流理论的软件Sesam和基于有限体积法的Flow3D软件,对平台和发电浮子进行水动力分析。应用Sesam-HydroD模块计算了平台和发电浮子在频域内的运动响应,将平台和发电浮子的垂荡运动响应进行对比分析,结果表明,在正常海况下,平台与发电浮子垂荡运动相对幅值满足捕能系统的发电需求。应用Flow3D软件对平台整体进行水动力分析,结果表明,平台与发电浮子相对运动振幅在0.3～0.4m间,可满足发电需求。在此基础之上,应用Orcaflex软件,通过时域耦合动力分析的方法,计算了平台在自存工况和作业工况下的运动响应和系泊缆动张力响应,结果表明:在自存工况下,平台锚泊线的安全系数符合规范要求,平台具有良好的安全性能,能够适应恶劣的海洋环境;在作业工况下,平台的垂荡运动响应对波浪方向变化并不敏感,捕能系统不受波浪方向变化的影响,满足发电需求。另外,本文的研究结果能为类似的海洋平台的研究提供建议和参考。     

一种水驱剩余油物模实验相似转化方法数模验证

在水驱剩余油物理模拟实验研究中,目前提出了一种新的相似转化方法,即通过运动速度（渗流真实速度）相等求取的物模实验排量,在岩心物性、流体性质相似,几何尺寸成比例的不同物理模型中驱替,其剩余油分布规律及开采效果相似,该规律是文中相似方法的核心规律,它可以有效地应用到室内物理模型实验对矿场剩余油分布规律的研究中去.此文重点考虑了重力、毛管力对运动速度相似转化方法的影响与修正,并设计了20余套数值模拟方案,验证了这种方法的准确性及实用性.     

大气湍流引起飞机颠簸的理论分析和数值试验

基于飞机载荷因数变量方程、无量纲的大气垂直运动方程和热力学方程,建立起描述大气湍流和飞机颠簸的湍流模型,并对该模型进行理论分析和数值试验.研究指出,负的理查森数(Ri)对应着静力不稳定和动力不稳定流动,在不稳定大气层结条件下,当Ri<-Ra/PrRe2时,对流状态的大气运动必将由对流转变成湍流,并对运行于其中的飞机产生飞机颠簸.但在稳定大气层结条件下,当理查森数大于临界理查森数时(Ri>Ric=-Ra/PrRe2),正的Richardson数是动力稳定的,非对流状态的大气运动表现为重力波.当理查森数小于临界理查森数(O相似文献   

相交圆柱摆式波能装置俘获效率数值分析

摆式波能装置具有结构简单和转化效率高等特点,本文应用AQWA 软件基于势流理论对相交圆柱摆式波能装置进行了数值模拟研究,分析了轴间距比、结构阻尼、净浮力比、水深、波浪特性及吃水深度等主要参数对相交圆柱摆式波能装置俘获效率的影响,并与直板摆式波能装置的俘获效率进行了对比。结果表明：同样条件下,相交圆柱摆式波能装置往往比直板摆式波能装置的俘获效率更高;在研究范围内,轴间距比越大俘获效率越高;潮汐导致的水深变化对底铰摆式波能装置的俘获效率具有明显的影响,在工程应用中应采取适当的措施进行处理。