珠江口外海水声速经验正交函数分析

利用珠江口外海多年的水文观测资料,采用经验正交函数(EOF)法分别对该海域表层及21°N垂向断面的声速及其距平值进行了分析.结果表明该海域表层声速自西北向东南增大,21°N垂向断面声速随水深的增加而减小.EOF法分析声速及其距平值得出的第一个特征分量在该区域表层和21°N垂向断面上都是最重要的.声速季节变化显著:自上一年的10月开始减小,2或3月减到最小值后开始增大,7~9月增至最大值,有显著的年变化周期.声速也似有年际变化:1981年冬季声速开始减小,一直持续到1982年秋季,1982年冬季开始呈增大的趋势.声速的年际变化强度随着水深的增加而减弱.     

南海北部海区上层水体平均声速场的变化

对所收集到的南海北部海区的温度、盐度和深度历史资料进行了声速的计算、统计与分析,结果表明该海区上层水体的平均声速场有较明显的年际变化:表层声速的平面分布显示出沿岸水与外海水强弱交替变化的特征,声速等值线的走向几乎与岸线平行,等声速线的值自近岸向外海增加,大陆架外缘海区声速的水平梯度较大;下层声速的分布以环流和水体共同作用的形式出现,50m层声速平面分布的趋势除冬季与表层稍为相似外,其余季节与表层有明显的差别,春、夏季节50m层声速自西向东增加,而秋季与其表层分布相反,自近岸向外海减小;声速的垂直分布受海水升温与降温的影响显著,春、夏季表层海水升温,海表声速最大,声速自海表随深度的增加而减小;秋、冬季表层附近水层降温,声速稍偏低,普遍出现正梯度现象,最大声速移至表层以下的水层,这个深度随季节的改变而改变,随海区的不同而不同.该海区的平均声速有年波动现象,表层波幅最大,随深度的增加波幅变小,至100m水层其波动的位相几乎与表层相反.     

A New Approach to High-Order Boussinesq-Type Equations with Ambient Currents

A new approach to high-order Boussinesq-type equations with ambient currents is presented. The current velocity is assumed to be uniform over depth and of the same magnitude as the shallow water wave celerity. The wave velocity field is expressed in terms of the horizontal and vertical wave velocity components at an arbitrary water depth level. Linear operators are introduced to improve the accuracy of the kinematic condition at the sea bottom. The dynamic and kinematic conditions at the free surface are expressed in terms of wave velocity variables defined directly on the free surface. The new equations provide high accuracy of linear properties as well as nonlinear properties from shallow to deep water, and extend the applicable range of relative water depth in the case of opposing currents.     

论狭窄潮汐水道中sigma坐标下的余流

在受波动影响的近岸浅水区域,运用sigma坐标是计算平均水位附近的余流的有效途径。本项研究在理论上分析了在狭窄潮汐水道中sigma坐标下的余流的物理意义,并运用一系列的理想化数值模型对分析结果进行了验证。对于浅水波,sigma层和水体中的波动面相一致,因而斯托克斯速度及其分量可以用sigma坐标上的速度来表达。一个sigma层上的余流（即sigma余流）是位于这一sigma层平均深度上的欧拉余流和斯托克斯速度垂向分量的和,可以被看做是半拉格朗日余流。因为斯托克斯速度的垂向分量比其水平分量小一个量级,sigma余流可看做为欧拉余流的近似。在sigma层上的物质输运余流是sigma余流和斯托克斯速度水平分量的和,在大小和方向上和拉格朗日余流近似。     

Measurement of water particle velocities in waves

Water surface profiles and horizontal and vertical water particle velocity components have been measured to investigate the properties of intermediate depth waves generated in the laboratory. The data has been compared with linear wave theory. It was found that linear theory predicted the attenuation of velocity field with depth successfully and that it overestimates both components of velocity slightly.     

浅海地转流速的计算

地转流是海洋中的一种基本流动。准确地计算和预报海洋中的地转流速,对于国防军事、航海运输以及渔业生产等方面都具有极其重要的实践意义。因此,各国海洋科学工作者,历来对地转流速的计算极为重视。本世纪初, Sandst?m 及 Helland-Hansen根据Bjerknes的环流理论,于1903年首次发表了应用温、盐度资料计算地转流速的著名的“Helland- Hansen公式”,即海流的“动力计算方法”。这是海流计算上的重要贡献之一。对深海大洋来说,通过选取“动力零面”的办法。可以得到地转流的绝对流速。如果“动力零面”选取得当,应用“动力计算方法”得到的绝对流速与实测流速极为接近。但在浅海中广泛应用这种“动力计算方法",显然遇到了不少困难。其中关于浅海“动力零面”"的恰当选取以及如何处理由于海底深度不等所引起的影响,是最为重要的两个间题。为了解决这些问题,国外的海洋科学工作者,如Helland-Hansen(1934,转引自 Φомин,1964), COMOB(1937,转引自3yσoB及Mamaeb,1956;,下称3aσon方法),斯费德鲁普等(1946)和Grcen(1948)等,都对此进行了研究,并提出过各自的“浅海动力计算方法”。总起来看这些方法,都假定海底以下的泥土岩石层中(以下通称“假想水体")某一水平面(一般取通过海底最深点)为“动力零面”作为地转流速计算的起点。对于海底及海底以下的“假想水体”中的海水比容分布。却有着几种不同的设想和处理方法。大体可分为两类:第一类(如Helland- Hansen,3yσoB等)是假定海底及其“假想水体”中流速和水平压强梯度同时消失,即那里的等比容线呈水平分布,从而采用线性内插的处理方法去确定其比容分布;第二类(如Sverdrup, Groen等)则假定海底及其“假想水体”中水平压强梯度并未消失,即那里的等比容线不,呈水平分布,从而采用灵活性和随机性较大的非线性内插的处理方法去确定其比容分布。 但迄今为止,这些研究尚未能得出令人满意的结果。我国近海是广阔的大陆架浅海,并且陆架和陆坡毗连区域的海底坡度变化很大,因此研究“动力计算方法”在浅海应用中所存在的这些问题,一直是我国近海海流研究工作中一项迫切的任务。 无产阶级文化大革命前,我们曾经分别采用过“3yσoB方法”和“Groen方法”,计算了我国近海的地转流速。实践证明,这两种“浅海动力计算方法”,还存在着不少问题;特别对海底地形变化剧烈的海区,尤为突出,其计算结果和客观实际相差甚远。针对这些问题,我们初步进行了一些探讨,提出了本文所要介绍的“浅海地转流速的计算”方法。 国外现有的“浅海动力计算方法”中的一个主要问题,是把海底以下的泥土或岩石当作水体(即“假想水体”)来处理。从而引进所谓浅海动力计算中的“订正项”(通过“假想水体”对“真实水体”予以订正)。我们认为计算浅海海水质点的运动速度,不是把基点放在真实的海水中,而是人为地放在海底以下的泥土或岩石中;这种处理方法,可能有一定的主观性。由此而确定的“订正项”也就缺乏足够的客观依据。本文将摈弃国外在“浅海动力计算方法”中迄今所采用的所谓“假想水体”,直接通过真实海水中海水密度水平梯度的差分近似计算:;在不引进任何人为的“订正项”的情况下,去确定浅海地转流速。实例计算结果表明,应用本文所提出的通过密度水平梯度去计算浅海地转流速的计算方法,比国外现有的“浅海动力计算方法”有较高的精度。     

非线性波传播的新型数值模拟模型及其实验验证引入变换速度变量

以一种新型的含变换速度变量的Boussinesq型方程为控制方程组,采用五阶Runge-Kutta-England格式离散时间积分,采用七点差分格式离散空间导数,并采用恰当的出流边界条件,从而建立了非线性波传播的新型数值模拟模型.对均匀水深水域内波浪传播的数值模拟,说明在引入变换速度后进一步增大了模型的水深适用范围.对潜堤地形上波浪传播的数值模拟说明,在引入变换速度后进一步提高了模型的数值模拟精度.     

Reflection of Oblique Incident Waves by Breakwaters with Partially-Perforated Wall

The reflection of oblique incident waves from breakwaters with a partially-perforated front wall is investigated. The fluid domain is divided into two sub-domains and the eigenfunction expansion method is applied to expand velocity poten-tials in each domain. In the eigen-expansion of the velocity potential, evanescent waves are included. Numerical results of the present model are compared with experimental data. The effect of porosity, the relative chamber width, the relative water depth in the wave absorbing chamber and the water depth in front of the structure are discussed.     

作业现场回声测深仪的器差订正方法比较

在作业现场使用回声测深仪测量海水深度的实践中,总结出了用于回声测深仪的器差订正方法中比测杆法、比测水陀法、温盐订证法的优缺点和使用范围,指出比测杆法只适用于在海水5 m以浅区域测水深中作比测,比测水陀法不能保证比测的准确性.进而,重点介绍了根据实践经验制作出的比测器的比测过程、步骤和方法,改法通过调整回声测深仪的声速,...     

西洋东大港水道流速垂线分布研究

对辐射沙洲海域东大港4#站位连续2个潮周期的流速测量资料进行了分析、研究,拟合给出了流速垂线分布关系,并根据实际测量资料确定了该站位6个水层的浑水水流尾流函数项表达式。这些表达式表明浑水水流尾流函数是相对深度和摩阻速度的函数。探讨分析了尾流函数的空间分布和潮周期过程。非恒定流的水流尾流函数项的准确表达,对于揭示含沙水流流速结构及水、沙相影响作用规律将起到启发和推动作用。     

Estimation of Water Particle Velocities by Empirical Transfer Function

-In previous and this studies it appears that the linear and nonlinear wave theory can notaccurately and easily predict the water particle velocities.Therefore,different from the theoretical consider-ations,in this study we have attempted to determine the transfer function empirically.Laboratory experi-ments were performed under various wave conditions.The empirical formulas of the transfer function ofthe wave height,angular frequency and water particle velocity were obtained on the basis of these test databy dimensional analysis and regression analysis.In intermediate and deep water depth conditions,thetransfer function was only a function of a nondimensional parameter which is composed of the angular fre-quency,the depth of the velocity gauge under the still water level,water depth and the acceleration of grav-ity.Finally,the empirical formulas were compared with experimental data and observational data formpresent and Cavaleri's(1978)studies.The empirical formulas were found to be in sufficient correl     

东大港水道流速垂线分布探讨

对辐射沙洲海域东大港水道4号站位连续2个潮次的流速测量资料进行了分析、研究,拟合给出了流速垂线分布关系,并根据实际测量资料率定了该站位各时刻6个水层的浑水水流的尾流函数项表达式,这些表达式表明浑水水流的尾流函数项是相对深度和摩阻速度的函数。     

Effect of a submerged plate on the near-bed dynamics underincoming waves in deep water conditions

It is well known that wave induced bottom oscillations become more and more negligible when the water depth exceeds half the wavelength of the surface gravity wave. However, it was experimentally demonstrated for regular waves that the bottom pressure oscillations at both first and second wave harmonic frequencies could be significant even for incoming waves propagating in deep water condition in the presence of a submerged plate [16]. For a water depth h of about the wavelength of the wave, measurements under the plate (depth immersion of top of plate h/6, length h/2) have shown bottom pressure variations at the wave frequency, up to thirty times larger than the pressure expected in the absence of the plate. In this paper, not only regular but also irregular wave are studied together with wave following current conditions. This behavior is numerically verified by use of a classical linear theory of waves. The wave bottom effect is explained through the role of evanescent modes and horizontally oscillating water column under the plate which still exist whatever the water depth. Such a model, which allows the calculation of the velocity fields, has shown that not only the bottom pressure but also the near bed fluid velocity are enhanced. Two maxima are observed on both sides of the location of the plate, at a distance of the plate increasing with the water depth. The possible impact of such near bed dynamics is then discussed for field conditions thanks to a scaling based on a Froude similarity. It is demonstrated that these structures may have a significant impact at the sea bed even in very deep water conditions, possibly enhanced in the presence of current.     

深远海声速资料对比及校正方法研究

为准确获取深远海海洋声速资料,充分了解深水声速规律,选取了西太地区两个水深超过5000m的S1和S2站位的声速资料为研究对象,以SVP(声速剖面仪)实测资料为参考标准,通过对CTD资料利用Chen-Millero、Del-Grosso以及Wilson的3种经验公式计算的声速与SVP资料进行对比分析,得出Del-Grosso经验公式计算的声速误差最小。为进一步提高声速资料精度,对Del-Grosso公式进行修正,并利用另外3个站位数据进行验证,发现利用校正后的公式计算的声速资料精度明显提升,这为其他深远海区利用CTD或其他温盐深资料获取高精度声速资料提供参考。     

Experimental Investigation on Vortex-Induced Vibration of Deep-Sea Risers of Different Excitation Water Depths

The vortex-induced vibration test of the deep-sea riser was carried out with different excitation water depths in the wave-current combined water flume.By dimensionally changing the multi-stage water depth and hydrodynamic parameters such as outflow velocity at various water depths,the dynamic response parameters such as dominant frequency,dimensionless displacement and vibration trajectory evolution process of the riser under different excitation water depths were explored to reveal the sensitive characteristics of the dynamic response of vortexinduced vibration of the risers under different excitation water depths.The results show that different excitation water depths will change the additional mass of the riser and the fluid damping and other parameters,which will affect the spatial correlation and stability of the vortex shedding behind the riser.In the lock-in region,the distribution range of the characteristic frequency becomes narrow and centered on the lock-in frequency.The increase of the excitation water depth gradually advances the starting point of the lock-in region of the riser,and at the same time promotes the excitation of the higher-order vibration frequency of the riser structure.Within the dimensionless excitation water depth,the dominant frequency and dimensionless displacement are highly insensitive to the excitation water depth at high flow velocity.The change of the excitation water depth will interfere with the correlation of the non-linear coupling of the riser.The“8-shaped”gradually becomes irregular,and the vibration trajectories of the riser show“O-shape”,“X-shape”and“Crescent-shape”.     

均匀剪切流场中的强非线性波及其色散关系

考虑了剪切流场中强非线性波,唯一的假设是水深与特征波长之比是小量,建立了基于任意水深处速度而不是通常所用的平均速度为速度变量的模型。不仅改进了色散关系,使模型的水深适用范围更大,而且由于整个推导过程对波的振幅没有做任何假设,因而所获得的模型可以用于任何振幅的波。     

不同湍流模式下钱塘江涌潮水流三维模拟

钱塘江涌潮具有动力作用强和流速变化快等特点。涌潮水流紊动复杂,流速的垂向分布和紊动强度息息相关。通过涌潮水流实测资料的分析可以发现,涌潮作用下流速垂向分布在底部和上层存在差异。为研究涌潮作用下流速垂向分布的特征,应用基于非结构网格下有限体积法模型FVCOM对钱塘江涌潮河段水流运动进行三维数值模拟。考虑到涌潮紊动作用复杂且对流速的垂向分布起着重要影响,采用不同的湍流模式对涌潮传播过程中水流的运动特征开展研究。通过与涌潮河段实测资料的验证,复演涌潮到达前后水流运动特征,给出涌潮水流湍动能的变化过程。研究成果有助于深入认识涌潮水流紊动特征和流速的分布规律,为涌潮作用下物质输运的研究提供基础。     

EOF重构声速剖面对深水多波束的声速改正分析

声速误差是多波束水深地形测量主要误差源之一,通常采用现场声速剖面测量的方式加以改正,但在深远海多波束水深地形测量时,现场获取全深度的声速剖面并非易事。针对这一问题,利用东南印度洋海洋调查工作中采集到的17个站位的CTD数据,将所有站位声速剖面拓展到全深度,采用经验正交函数分析法(Empirical Orthogonal Functions,EOF)构建调查区声速剖面场,可获得声速剖面场内任意一点的声速值。然后通过EOF重构声速剖面场获得的声速值对测区内多波束水深地形数据进行改正,并与实测声速剖面对多波束水深地形数据的改正结果进行对比,结果表明,5000 m水深范围内2种声速改正结果相差很小,EOF重构法对深水多波束的声速改正满足水深测量的要求。     

Wave transformation by axisymmetric three-dimensional bathymetric anomalies with gradual transitions in depth

The development of an analytic model (Axisymmetric 3-D Step Model) for the propagation of linear water waves over an axisymmetric bathymetric anomaly in arbitrary water depth is presented. The Axisymmetric 3-D Step Model is valid in a region of uniform depth containing an axisymmetric bathymetric anomaly with gradual transitions in depth allowed as a series of steps approximating arbitrary slopes. The velocity potential is calculated by applying matching conditions at the interface between regions of constant depth. The velocity potential obtained determines the wave field in the domain for monochromatic incident waves of linear form. A second analytic model (3-D Shallow Water Exact Model) is developed for comparison within the shallow water limit.The Axisymmetric 3-D Step Model determines the wave transformation caused by the processes of wave refraction, diffraction and reflection. Wave transformation is demonstrated in plots of the relative amplitude for bathymetric anomalies in the form of pit or a shoal, highlighting areas of wave sheltering and wave focusing. Anomalies of constant volume, but variable cross-section are employed to isolate the effect of the transition slope on the wave transformation.Comparisons to a shallow water model, numerical models, and experimental data verify the results of the Axisymmetric 3-D Step Model for several bathymetries including both pits and shoals. Also included are estimates of the energy reflection induced by an axisymmetric depth anomaly. The 3-D Axisymmetric Step Model has been applied previously to account for nearshore transformation (sloping bathymetry) and associated shoreline changes [C.J. Bender, R.G. Dean, Coastal Engineering 51 (2004) 1143].     

On natural frequencies and modal shapes in two-dimensional asymmetric and symmetric moonpools in finite water depth

In this paper theoretical models are proposed for computing the natural frequencies and modal shapes of two-dimensional asymmetric and symmetric moonpools in the finite water depth. The boundary value problem is solved by using a domain decomposition approach. On the outer vertical boundary bounded by the beam of the two bodies, linearized velocity potential is assumed to be nil. Eigenvalue problem is formulated by matching the velocity potential and fluid flux on the common boundaries to obtain the natural frequencies and modal shapes of the free surface elevation. In the symmetric moonpool cases, so-called single mode approximations (SMA) have been derived and can be adopted for rapid estimation of the natural frequencies for both piston and sloshing modes. The present results have been extensively compared with the solutions using the two-dimensional infinite water depth model developed by Molin [1], the numerical solutions and experimental data by Faltinsen et al. [2]. It is found that the solutions have been improved from the infinite water depth model. It is demonstrated that the proposed models can well predict the resonance frequencies and modal shapes for the two-dimensional asymmetric and symmetric moonpools.