Wave particle velocities measured with a Doppler current meter

A newly developed three-dimensional Doppler current meter is described and the results of preliminary field experiments are presented where simultaneous measurements of surface elevation and water velocity associated with wave orbital motion were made. The phase difference between the surface elevation and the vertical velocity measured at 1.0 and 0.45 meters below the mean water level is found to be approximately 90, in accord with the theory for surface waves of infinitesimally small amplitudes. The spectral (frequency) density distribution for velocity is also found to agree with that we would expect from the linear theory for the observed frequency distribution of surface elevation. However, the amplitude of velocity is consistently smaller (about 10 %) than that we would expect. This reduction of amplitude is more pronounced in cases where waves are high and the water depth is shallow.     

Field measurements of the vertical shears for a drift current

We describe the procedure of field experiments aimed at measuring the vertical profiles of the vectors of a drift current with the help of quasi-Lagrangian drifters. We present the data on the vertical shears of the current at depths of 0.5–5 m obtained under the conditions of neutral stratification in the upper 5-m layer of the sea in the presence of weak and moderate winds. The correspondence of the obtained data to the concept according to which the subsurface layer of the sea is regarded as a near-wall turbulent layer with Ekman current located below is analyzed. A conclusion is made that the results of measurements correspond, on the average, to the classical concepts demonstrating both the region of logarithmic sublayer and its transition into the Ekman spiral. __________ Translated from Morskoi Gidrofizicheskii Zhurnal, No. 1, pp. 32–44, January–February, 2007.     

基于浊度计和ADCP的悬沙浓度估计与分析

作者采用浊度计和声学多普勒流速剖面仪(ADCP)在近海区域连续、定点观测的应用中,利用浊度与悬沙浓度之间良好的线性关系,对潮汐半月周期内的浊度和ADCP后向散射声强数据进行相关性分析,讨论了小、中、大潮期间利用ADCP后向散射声强反演悬沙浓度的可靠性,反演过程中综合考虑了声学近场非球面扩散和本底噪声的影响。结果表明,在实验海域中,小潮情况下,各水层内悬浮泥沙成分较为稳定,ADCP后向散射声强与浊度变化相关性较高,达到0.91;而在大潮情况下,ADCP后向散射声强与浊度变化的相关性降低,悬沙浓度及成分容易在海流的影响下发生变化。     

废黄河口海域潮流动力与悬沙输运特征

根据2006年废黄河口海域的悬沙、流速、流向的观测资料,应用短期资料的潮流准调和分析方法,对连续海流资料进行了分析,并结合悬沙资料,对悬沙质量浓度与潮流之间的动力关系进行了探讨.研究结果表明:该海域潮流属于正规半日潮流,潮流以往复流为主,离岸越远,旋转性越强;涨潮流流向以SSE为主,落潮流流向以NNW为主.悬沙质量浓度...     

Error analysis of an acoustic current meter

Accuracies of the benthic acoustic stress sensor (BASS) and the proposed modular acoustic velocity sensor (MAVS) are evaluated. A simple model of the hydrodynamic sources of error for acoustic current meters is presented and compared with the measured performance of BASS in a tow-tank and in field deployments. The sources of error addressed include those due to ideal flow around the sensor cage, wake effects from the support structure and transducers, vortex shedding from the cage, and electronic zero-point offsets. Electronic error dominates at velocities less than 5-10 cm/s, while flow disturbance dominates at higher speeds     

Numerical calculation of drift current in wind waves

-Drift current induced by wind and waves is investigated with phase-averaged Navier-Stokes equation in which the Reynolds stress is closed by k-ε model. The governing equations are solved by the finite volume method in a system of nonorthogonal coordinates which is fitted to the phase-averaged wave surface. The predicted drift current is fairly reasonable and the drag coefficient of sea-surface predicted with the newly developed interface conditions shows good agreement with previous measurements when breaking waves do not exist.     

Effect of the flow conditions on the metrological characteristics of a contact acoustic current meter

We discuss the results of metrological testing of a four-base acoustic current meter performed in a hydrodynamic basin, consider methodological problems encountered in the process of measurements and data processing, and present the experimental dependences of the systematic and random components of the measurement errors on the velocity and direction of the flow. Translated by Peter V. Malyshev and Dmitry V. Malyshev     

Field evaluation of a microprocessor-based recording current meter modified for wave research

The need to estimate the resuspension and deposition of fine-grained sediments and their associated contaminant transport has, in shallow lakes and nearshore areas, called for the measurement of wave data as well as mean flows. Wave statistics recorded by a vector-average current meter over a two-week period are compared to independently measured wave data for a wave-dominated shallow lake at two depths. Wave orbital motions are within 3% of those determined by spectral analysis of frequently sampled currents. Wave propagation directions are within ±19° of spectrally determined directions and qualitatively similar to the fetch-weighted wind direction. Less satisfactory agreement was evident between the wave periods as determined by zero-crossings and the wave spectral peak periods. Reasonable wave periods could be inferred only when the r.m.s. orbital speed exceeded the mean speed. Another possible algorithm for evaluating wave period is tested and recommendations are made for improvements to the measurement system.     

Evaluation of drift current parameters using an analytical model

The paper is concerned with the evaluation of the drift current parameters derived through the use of an analytical model. In this model, effective when stratification is stable and indifferent, the vertical turbulence coefficient profile is prescribed by the power function, and hydrodynamic quantities are prescribed using the external parameters of the problem (wind stress, the Coriolis parameter, and the dimensionless stratification parameter). Model data are compared with the observations of the upper mixed layer in the vicinity of the oceanic Station C, conducted during one year. It is shown that, under the spring-summer-time warming conditions, the model at issue is capable of adequately simulating the upper ocean layer dynamics. Translated by Vladimir A. Puchkin.     

SLC9—2型直读式海流计的工作原理简述及维护使用经验

直读式流速仪在江河湖海的水文实验中得到了广泛的应用。介绍 SLC9- 2型直读式海流计的基本结构、工作原理及使用和维护的经验 ,对于水文工作者将有所帮助。     

半日潮流作用下悬移质泥沙的运动特征及其影响因素研究

本文通过建立一维水深平均悬沙模型,对典型潮流控制的水道内悬沙运动特征进行研究。模型以泥沙再悬浮、沉降和平流为主要物理过程,动力因素包含M₂、S₂分潮及余流,采用湄洲湾2007年8月潮位、潮流、悬沙、底质同步观测资料进行分析和验证。通过三角傅里叶分析,将悬沙的时间序列分解为12个主要的谐波分量,其中主要分量包括:M₂分潮作用下产生的具有M₂倍潮角速度的1/4日分潮项,M₂与S₂分潮共同作用下且角速度为两分潮角速度之和的1/4日分潮项,及水平悬沙梯度、余流与M₂分潮共同作用下具有M₂分潮角速度的半日潮项。悬沙在时间上的平均值受到余流、悬沙水平梯度、M₂分潮流及悬沙起动条件等因素控制。余流导致了悬沙序列中相邻周期之间的不对称性。反映泥沙特性的参量对悬沙的曲线特征具有重要影响,泥沙沉降速度影响悬沙的相位,并影响其振幅;再悬浮有关的参量仅影响各谐波分量的振幅,但不影响相位。     

厦门港潮汐水流及浑水悬沙整体模型设计

厦门港潮汐水流及浑水悬沙整体物理模型于1989年建成后，已进行了不少有意义的试验研究工作，取得较好效果。本文主要介绍模型的设计思想、相似准则、浑水悬沙相似理论的探讨、模型设计方法以及模型沙的选择等。     

崎岖列岛邻近海域的水文泥沙特征

崎岖列岛邻近海域具有良好的水深条件 ,为了开发和利用这一资源 ,于 1 996年冬季和1 997年夏季 ,对该海域进行了水文泥沙调查。分析结果表明 ,该海域的水动力条件取决于长江和钱塘江径流与潮流、波浪的力量对比 ;其泥沙的输运和沉积主要受制于长江口南下泥沙量的多少及水动力的强弱。从动力学的角度阐述了该区泥沙输运和沉积机制 ,得出流急、悬沙浓度高而落淤少是该地区的特点。     

Transient wind drift currents in a tidal inlet: Theoretical analysis of Ekman drift current and field experiments in Suonada,the Seto Inland Sea

Time-dependent wind drift currents in a basin with finite depth have been solved analytically in order to understand their fundamental behavior in coastal waters. The drift currents due to the land/sea breeze, as a typical example of time-dependent winds, have been examined with attention to the manner of their oscillation in their vertical profiles. The theoretical analysis indicates that the drift current due to the land/sea breeze might be amplified effectively around the southern part of Japan, where the oscillating period of the wind is near to the inertial period. The analysis of the physical process of the drift current reveals the following two important aspects: the Ekman boundary layer in a rotating frame is physically consistent with the Stokes boundary layer due to oscillating currents in an inertial frame, and so the inertial motion due to the wind is dispersed to the deeper level by the vertical viscosity in a rotating frame. The harmonic analysis was performed for the residual data after removal of the four main tidal constituents, M2, S2, K1 and O1, from the raw data observed in Suonada sound, the Seto Inland Sea. The feature of the analytically solved drift currents corresponded well to the observed picture. The vertical viscosity in this field has been estimated at 10⁻³ m²/s by adjusting the harmonically analytical result of the observed data to the vertical profile of the analytically solved drift current.     

The simulation of the geometry of a tuna purse seine under current and drift of purse seiner

It was necessary to obtain a more practical interactive precise model of the three-dimensional (3-D) geometry during purse seine operations considering movements of fishing vessel and details of the sea condition. The changes in the shape of a purse seine from shooting to pursing during pelagic skipjack fishing was recorded in the Southwest Pacific Ocean by photographs of the scanning sonar with in situ measurements of water flow by a current meter. The modeling of 3-D geometry during purse seining was established using finite element methods, as resultant force vector from flow drag, buoyancy, sinking force, tension of pulling or pursing acting on net panels in connection with drift of fishing vessel with time elapsed from the start of shooting to the end of pursing. The simulation results were matched closely by field measurements as a heart-like shape in upper net near floatline and a water-drop shape in purse line following drift of ship towards inside net circle during pursing. This model of a purse seine can be extended to almost any kind of purse seine generating real fishing parameters and to modeling fish capture process.     

Degradation of some mechanical current meter measurements byhigh-frequency mooring or wave motion

Comparison of current measurements from moored (paddle-wheel rotor) Aanderaa current meters and acoustic Doppler current profilers in a strong tidal flow on Georges Bank indicates rate under-reading by the Aanderaa meters at some vertical positions. The under-reading may arise from mooring-line vibrations induced by vortex shedding from spherical buoyancy packages, and shielding of the paddle-wheel rotors due to the meters' inability to remain aligned with the fluctuating relative water velocity. Field tests and a simple model are used to investigate this explanation. The authors briefly review the Georges Bank observations that instigated this investigation. An explanation for the degradation of the Aanderaa measurements is proposed, observational information from field tests is discussed, and the model and its implications are presented. The model results support the hypothesis that high-frequency mooring-line vibration causes the degradation of the Aanderaa measurements     

Wave interaction with a semi-porous cylindrical breakwater mounted on a storage tank

The interaction of linear water waves with a semi-porous cylindrical breakwater surrounding a rigid vertical circular cylinder mounted on a storage tank is investigated theoretically. The cylindrical breakwater structure is porous in the vicinity of the free-surface, while at some distance below the water surface it becomes impermeable. Under the assumptions of linearized potential flow, the coupled problem of flow in the interior and exterior fluid regions is solved by an eigenfunction expansion approach. Analytical expressions are obtained for the wave motion in both the interior and exterior flow regions. Numerical results are presented which illustrate the effects of the various wave and structural parameters on the hydrodynamic loads and interior and exterior wave fields. It is found that for certain parameter combinations the semi-porous, cylindrical breakwater may result in a significant reduction in the wave field and hydrodynamic forces experienced by the interior structure.