垂向变化的波浪辐射应力影响下流场数值研究

采用浪流沙耦合模型COHEREN-SED模型进行黄河三角洲的海流三维运动数值模拟。文中将垂向平均的波浪辐射应力与垂向变化的波浪辐射应力引入至COHERENS-SED,通过该模型进行波浪辐射应力影响下的海流场演变数值研究。研究结果显示波浪辐射应力的存在显著改变了水深小于5m的流场。垂向变化的辐射应力则使得其表层波生沿岸流速大于传统的垂向均匀辐射应力引起的波生沿岸流速,底层则刚好相反。当波浪强度很大时,流场中的波生沿岸流对水深较浅的海岸区海流场影响较大。     

基于PAADCP 的海流流速的误差分析及校正方法

为了更加合理、有效地利用海流测速数据,必须进行误差分解和校正。通过分析相控阵声学多普勒海流剖面仪(PAADCP)测试海流流速的原理,提出了海试数据粗差区别与动态校正的算法,采用小波多尺度分析方法,降低了系统误差和随机误差,建立了海流流速的误差分析与校正方法。利用海试实测的垂向流速数据,分析了一般情况下的海流流速的误差,得到垂向流速的均值±0.02 m/s,误差精确度小于0.23 m/s,验证了方法的有效性及合理性。所得算法和方法对于海流测速数据的实时处理和后处理具有实用价值。     

声相关海流剖面(ACCP)测量的流速估值方法

声相关海流剖面（ACCP）测量技术对水体回波信号进行空间相关处理来估计流速值，与声学多普勒海流剖面仪（ADCP）相比ACCP的工作频工，更适合深海测流应用，ACCP测量系统对回波信号进行时空相关处理，根据相关函数的位置来估计被测水团的流速值，ACCP从信号中提取流速值要运用参数估计技术，本文介绍了采用极大似然法和最小二乘法进行流速参数的处理方法，给出一些典型流速情形的数值计算结果。     

宫古海峡通道海流的高分辨率数值模拟

运用美国麻省理工大学MITgcm模式、模式嵌套技术和高分辨率网格(水平方向为1°/48×1°/48,垂向为22层),模拟了宫古海峡通道中的海流流动状况。流场不同分辨率的模拟结果表明,海底地形对宫古海峡通道中的海流流动影响显著;宫古海峡通道中的海流流动结构具有如下特征:垂向流动可分为3层,每层均存在流速核心;400 m以浅的上层海流从太平洋流入到东海,平均流速约为10 cm/s,流速核心位于160 m附近;400~1 000 m的中层海流从东海流出到太平洋,平均流速约为2 cm/s,流速核心位于650 m附近;1 000 m以下的深层海流从太平洋流入到东海,平均流速约为1 cm/s,流速核心位于1 200 m附近。宫古海峡通道中的海流流动具有较强的季节变化特征,秋末冬初流动较强,夏季流动较弱。     

我国南方强潮海岸红树植物对潮流的调制作用

至今，关于红树植物对潮流的调制作用的研究非常有限，尤其是红树植物对垂向流速剖面的影响还不清楚。本研究利用自主研发的自动升降架于大潮期间对浙江南部乐清湾西门岛秋茄种植区的红树林滩进行垂向多点观测。结果表明，在所研究的红树林内，整个垂向剖面的流速普遍较低。树干和冠层引起的拖曳力在垂向上的增加，使得红树林内垂向流速剖面呈现"流速随距底高度增大而减小"的规律。此外，湍流能量密度在垂向上也呈现出与红树植物垂向结构相对应的变化。与光滩（半对数）和盐沼（近"J"形）内流速的垂向结构相比，红树植物以一种不同的方式对垂向流速剖面产生重要影响。     

溢油应急预报业务系统研制

本项目采用"油粒子"模型,通过改进模型中垂向运动模拟方法,考虑海流、海浪、浮力以及湍流对溢油的垂向分布作用,将溢油数值预报模型同三维海流预报系统、海面风场预报系统相衔接,实现了三维溢油漂移扩散运动     

海州湾湾顶浅海区ADCP测流中垂向流速分量分析

根据2012年6月在海州湾湾顶浅海区利用ADCP定点测流以及CTD等观测资料,采用经验模态分解(EMD)和Hilbert变换方法,对该海区海流的垂向流速分量及其影响因素进行了分析,研究了垂向流速分量的频率结构及其随时间的变化。结果表明,海州湾湾顶浅海区垂向流速分量变化不规则,以团块状分布为主。经验模态分解显示垂向流速分量存在不同的模态,各模态对整个波动的贡献差异明显,其中心频率构成具有垂向变频特征。垂向流速分量与水平流速分量在低频模态和趋势项具有较好的相关性,表明垂向流速分量与水平流速分量具有一定的联系。     

基于浮标观测的长江口外海流特征分析

为了揭示长江口外海域海流的特征及其季节和垂向变化规律,于2006年8月1日-2007年7月31日在长江口外海域（平均水深约46.0m）利用大型浮标进行了1年的分层海流流速流向观测。结果表明：（1）该海域海流为顺时针方向的旋转流,在垂向上流向较一致,季节变化不显著。（2）长江口外海域水平流速总体较大,夏季表层最大流速为128.5cm/s,冬季最大表层流速为105.5cm/s;垂线平均流速相近（差异<8.0 cm/s）,夏季流速最大为47.0cm/s,冬季为40.8cm/s。小潮的平均流速为26.5cm/s,大潮平均流速为小潮的2倍。（3）剖面各层流速垂向差异明显,最大流速出现在表层（春季和冬季）或次表层（夏季和秋季）,最小流速均出现在底层;各层的最大平均流速为57.9cm/s,出现在夏季的18m层。（4）垂线平均余流为7.5~11.3 cm/s,春季最强冬季最弱;春季和冬季各层余流均为东向,夏季和秋季基本为东北向或北向。（5）观测海域海流受长江冲淡水、台湾暖流、季风、潮汐等动力作用的共同制约。     

基于潜标观测的吕宋海峡以东深海海流的低频变异

本文利用在菲律宾海布放的一套锚系潜标获取的长时间海流和水温观测数据，分析了吕宋海峡以东的深海海洋环境特征，着重阐释了该海域海流的全水深垂向结构及其低频变化特征。研究表明，表层(100～160 m)平均流向为西偏北，流速约为12.5 cm/s；中层(810 m)的平均流为西向，流速为2.6 cm/s；深层(1 550 m和2 560 m)的平均流速在1 cm/s以内，近底(4 040 m)的流向为较稳定的西南向，流速为2.3 cm/s。上层海流的动能比中层和深层大1～2个量级，总动能、平均动能、涡动动能均在表层最大，中层次之、深层最小，各层次涡动能均大于平均动能。中上层海流的低频变化具有极高的相似性，全年为81～85 d的周期振荡；近底层海流则不同，变化周期约为51 d。     

单点系泊潜标系统动力学建模与姿态分析

通过对单点系泊潜标进行动力学分析,利用集中质量法建立系统的动力学模型,编制Matlab仿真程序,通过数值模拟获取不同海流条件下,分析潜标系统的姿态。文中将一个典型潜标系统的浮球、锚链、重力锚等部件,利用集中质量法简化为节点,通过模拟真实环境中的海流流速在垂直方向的分布,设计1～5 m/s的流速剖面分布。将节点的物理参数和海流参数代入仿真程序中,得到各节点的姿态、节点间张力以及重力锚与海底摩擦力等数据。分析仿真结果,海流流速与节点的偏降、节点间的张力以及重力锚与海底的摩擦力成正比,仿真结果与实际情况相符。文中设计的建模方法和仿真程序可以为单点系泊潜标的总体设计、姿态估算、锚系配置提供工程参考。     

垂向二维潮流数值模型及其在长江口北槽的应用

应用变网格有限元方法，采用任意四边形等参单元，离散横向积分的Navier—Stokes方程，建立河口潮流垂向二维数学模型。应用此模型，对长江口北槽水域两个观测站的潮流水位、流速垂线分布和整个北槽潮流流速纵向分布进行了模拟。潮流水位、流速垂线分布的模拟值分别与观测站的实测值可以较为吻合，证明了本文模型的实用有效。模拟得到的涨急、落急时刻整个北槽潮流流速纵向分布给出了定性的结果。     

Comparison of two three-dimensional hydrodynamic modeling systems for coastal tidal motion

A comparison of two three-dimensional numerical modeling systems for tidal elevations and velocities in the coastal waters is presented. The two modeling systems are: (1) the Princeton Ocean Model (POM) and (2) the MIKE 3 flow model. The model performance results for Singapore's coastal waters show that the predicted tidal elevations from the two hydrodynamic modeling systems are almost identical and are in very good agreement with field measurement data. The simulated tidal current velocities match well with field measurement data at the selected stations, but it seems that the POM provides the slightly better simulation, compared to the MIKE 3 flow model. The depth profiles of the velocities obtained from the two modeling systems may be greatly different at some time, due to the vertical diffusion coefficient calculated from different turbulent sub-models in the two modeling systems. The POM generally predicts larger peak tidal velocities. The maximum speed differences for the model results from the two modeling systems occur in the top and differ from time to time and from location to location, reaching up to 20%.     

南海深水井喷溢油输移扩散的数值模拟研究

文章以假设发生在南海北部深水油气勘探开发海域的1279m深水井喷溢油事故为例,采用深海溢油输移扩散模型,以2020年冬季（1月）和夏季（7月）三维流场和海面风场为主要环境动力,数值模拟研究未实施和实施海底消油剂处理情景下的溢油在海洋环境中的输移扩散全过程。模拟结果显示:不同深度的海流对溢油输移轨迹有着显著的影响;深水环...     

伶仃洋低频水流与水沙纵向输运

在分析实测燃料（1978－1979）的基础上，运用物质纵向输移模式讨论了伶仃洋河口湾余流的垂向结构，同时，对同步资料进行低通滤波处理，得到垂向低频水流分布。结果表明，两种分析方法对伶仃洋河口环流与水沙输移的解释基本一致，东、西、两槽均存在明显的垂向环流，平均流、斯托克斯漂移效应，以及垂向净环流是净输沙的主要贡献项。     

The bimodality of the Luzon Strait deep water

Combined conductivity-temperature-depth(CTD) casts and Argo profiles, 3 086 historical hydrocasts were used to quantify the water column characteristics in the northern South China Sea(SCS) and its adjacent waters. Based on a two-dimensional "gravest empirical mode"(GEM), a gravitational potential(, a vertically integrated variable) was used as proxy for the vertical temperature profiles TG(p,). integrated from 8 MPa to the surface shows a close relationship with the temperature, except in the deep layer greater than 15 MPa, which was caused by the bimodal deep water in the region. The GEM temperature profiles successfully revealed the bimodality of the Luzon Strait deep water, that disparate hydrophic vertical profiles can produce distinct specific volume anomaly() in the SCS and the western Philippine Sea(WPS), but failed in the Luzon Strait, where different temperature profiles may produce a same. A significant temperature divergence between the SCS water and the WPS water confirmed that the bimodal structure is strong. The deepwater bifurcation starts at about 15 MPa, and gets stronger with increasing depth. As the only deep channel connecting the bimodal-structure waters, water column characteristics in the Luzon Strait is in between, but much closer to the SCS water because of its better connectivity with the SCS. A bimodal temperature structure below 15 MPa reveals that there was a persistent baroclinic pressure gradient driving flow through the Luzon Strait. A volume flux predicted through the Bashi Channel with the hydraulic theory yields a value of 5.62×106 m3/s using all available profiles upstream and downstream of the overflow region, and 4.03×106and 2.70×106 m3/s by exclusively using the profiles collected during spring and summer, respectively. No volume flux was calculated during autumn and winter because profiles are only available for the upstream of the Bashi Channel during the corresponding period.     

A method of submersion in the problem on the determination of dispersion curves of internal waves in the presence of a current with vertical velocity shear

The previously proposed method [1] of submerging aimed at determining internal wave dispersion characteristics is generalized to consider the case of a background horizontal flow with a vertical velocity shear. The results of calculating, dispersion curves of discrete spectrum modes for the profiles of the Brunt-Väisälä frequency and the mean current velocity are given; they agree well with the results of studies carried out in ref. [5].Translated by Mikhail M. Trufanov.     

深水S型铺管中残余变形对屈曲压力的影响

随着S型海管铺设逐步走向深水,管道在铺设过程中承受的荷载增加,发生一定程度的塑性变形。本文讨论S型铺设引起的残余塑性变形对管道屈曲承载能力的影响。首先基于壳单元建立"管道-托辊"相互作用的局部有限元模型,分析了管道在铺设过程中的受力状态,获得了管道的残余塑性变形。然后以该残余变形作为管道非线性屈曲分析的初始缺陷,基于改进的RIKS方法计算了管道的临界屈曲压力。研究结果表明,铺设残余塑性变形在一定程度上削弱管道的承载能力,在深水铺设中应予以考虑。     

平台运动下深水钻井隔水管非线性动力响应研究

建立深水钻井隔水管在波、流和平台运动的联合作用下的运动方程,模拟1 000 m深水钻井隔水管的非线性动力响应.分析在波、流作用下钻井液密度和顶部张力比等因素对隔水管振动频率的影响,研究平台的静偏移和动态运动对隔水管最大弯矩分布的影响.结果表明,平台运动对深水钻井隔水管的动力响应有较大影响,使隔水管上部最大弯矩峰值增加了1倍多.     

Surface circulation and vertical structure of current off the Keum River estuary,Korea in later spring 2008

To examine the surface circulation and vertical structure of currents in the region of the Keum River (KR) plume, we analyzed the subinertial surface currents obtained by high frequency radar and the vertical profiles of currents measured at a station (M1) located 10 km distance from the estuary mouth for one month in late spring 2008. Monthly-mean surface circulation is composed of the westward flow from the estuary mouth and the northward flow in the offshore. These surface mean currents are a gradient (geostrophic) current around the monthly-mean plume bulge. Dominant variabilities of the surface currents, winds, and KR-outflow are decomposed by the Empirical Orthogonal Functions (EOF). The first current EOF mode, explaining 39% of total variation, is primarily related to the first wind EOF mode varying along the coast and the second current mode, explaining 33% of total variation, is mainly related to the first KR-outflow EOF mode varying along the mean KR-outflow direction. Meanwhile, vertical profile of the monthly-mean current at M1 shows a two-layer structure of the current flowing offshore (onshore) in the upper (lower) layer because the water column is divided by a pycnocline at 7-9 m depths below the plume water. This two layer structure is a background persisting current structure, at least in spring, maintained by the geostrophic balance induced by the sea level slope and density gradient along the line normal to the westward mean surface current direction due to monthly-mean plume bulge off the KR estuary. EOF analysis of vertical current profiles reveals that the first mode, explaining 43% of total variation, represents the two-layer structure of the current variability. The upper-layer current varies along a line normal to the mainland coastline and the low-layer one varies approximately along a line parallel to the coastline, with direction difference of about 115° between the upper-and low-layer. From the correlation analysis it is found that 60% of the first mode variation is influenced by the first mode of KR-outflow and 36% by the first mode of wind. Any forcing modes of KR-outflow and wind influencing the other current vertical modes could not be found in the present study.     

Three dimensional modal model of wind induced flow in a sea region

The solution of the linear three dimensional hydrodynamic equations describing wind induced flow in a sea region is developed using the Galerkin method through the vertical. A basis set of B-splines is shown to have some computational advantages over a set of eigenfunctions (vertical modes). However, a basis set of modes leads to a system of essentially uncoupled equations and current profiles can be interpreted in terms of vertical modes.The influence of wind induced surface turbulence and turbulence at depth due to tidal motion upon current profiles in both deep (260 m) and shallow (35 m) sea regions is examined. The variation in the angle between surface current and surface wind for different viscosity profiles, and the effect of bottom friction upon it is considered.The magnitude and direction of the surface current is significantly influenced by surface eddy viscosity. However, viscosity at depth due to tidal motion also has an important effect upon the surface current.The time evolution of current structure following the sudden onset of a wind is examined using the modal model. Calculations show that the rate of damping of the internal modes is inversely proportional to the square of the depth. Consequently wind induced current structure takes longer to reach a steady state in a deep sea region than a shallow area.The influence of sea surface elevation gradients in determining the direction of surface current is also considered.