共查询到20条相似文献，搜索用时 171 毫秒
1.
为解决波向测量误差大的问题,本文首次提出了一种基于压差法的波向测量新技术,根据海浪的运动变化规律,在这里巧妙地引进了压差技术,通过对放置在水下一个圆环上多个压力传感器同圆心点上的压差变化进行分析可以得出,圆环上不同方向上的压力传感器同圆心点上的压力传感器之间的差值及相位是随波浪方向变化而变化的,对圆环上不同方向上的压力传感器同圆心点上的压力传感器之间的差值进行分析,找出变化规律与波向的关系,以此得出真实的波向分布。本文通过波浪水池实验验证了该方法的可行性,并通过对实验数据的解析初步得出了压差变化规律与波向的变换关系。 相似文献
2.
全面地比较和总结了当前包括压力式测波、声学式测波、浮标式测波和遥测式测波在内的几种主要的海洋波浪测量方法的技术特点;对相应类型的典型代表型号的仪器主要技术指标进行了对比;对不同类型测量方法及其对应的仪器的具体适用环境给出了分析和建议。实际结合了ADCP,AWAC,Wave Duo测波浮球等几种海洋波浪测量仪器于2014年12月在江苏省南通市近海相近区域的同步实测数据,对这几种仪器的海洋波浪测量的响应和过程特征进行了对比和分析,这对相关的海洋波浪测量技术和对应的测波仪器设备特点也是一个很好的验证。 相似文献
3.
4.
"波浪与海流测量仪器测试装置"依靠机械传动机构带动传感器作相对运动,模拟"波浪"和"海流"测量状态。测试装置为实现实验室内进行声学测波仪和声学矢量海流计的调机、考机、检测增添了有效可靠的技术手段。 相似文献
5.
6.
7.
8.
9.
对球形波浪浮标进行了静力学分析,并结合球形波浪浮标吃水线的一般设计要求得出了球形波浪浮标的平均密度与海水密度的关系式。利用球形波浪浮标在受到波浪激励时的运动响应方程并结合球形波浪浮标的结构参数特点,得出了球形波浪浮标在波浪激励下的升沉运动振幅与激励波浪振幅相一致的理论条件和结构参数。以国家海洋技术中心最新研发的直径480 mm球形波浪测量浮标为研究对象,结合海洋表面波分类特征,研究了该球形浮标体在常规波浪激励下的升沉运动响应的相关性能,并给出了在测量不同周期的波浪时,该球形浮标体升沉运动的理论响应振幅系数。通过以上分析得出了直径480 mm球形波浪测量浮标在测量周期为1 s以上的波浪时具有非常优越的随波浪升沉运动的性能。文章的相关分析为球形波浪浮标的进一步研究提供了理论基础。 相似文献
10.
11.
Marcello Di Risio Giorgio Bellotti Andrea Panizzo Paolo De Girolamo 《Coastal Engineering》2009,56(5-6):659-671
This paper describes new three dimensional experiments on water waves generated by landslides. The landslide is reproduced by a rigid elliptical body, sliding along an inclined plane (slope of 1/3, 1 vertical, 3 horizontal). The generated water waves are free to propagate both offshore and alongshore, since the plan dimensions of the used wave tank are of at least one order of magnitude larger than the width of the landslide, which can be considered to be a scale of the wave length. The experimental study has been carried out reproducing both subaerial and partially submerged landslides. The wave generation process is studied by means of video records of the near field flow and measurement of the landslide movement; the properties of the waves propagating along the coast are described on the basis of runup gauges. The waves observed during the experiments always present first a crest and then a trough; as the first wave propagates away from the generation area the crest tends to become smaller than the trough and the maximum runup along the coast is given by the second or by the third wave. An important feature is that the observed runup along the coast firstly grows with the distance from the generation area, it reaches a maximum value at about two times the width of the landslide, and then decreases. An estimate of the celerity at which the waves propagate along the coast is given on the basis of gauge measurements; it results that the crests propagate faster than the troughs, and the wave period increases. 相似文献
12.
This work presents a frequency-domain method for estimating incident and reflected waves when normally incident waves’ propagating over a sloping beach in a wave flume is considered. Linear wave shoaling is applied to determine changes of the wave amplitude and phase due to variations of the bathymetry. The wave reflection coefficient is estimated using wave heights measured at two fixed wave gauges with a distance. The present model demonstrates a high capacity of estimating reflection and shoaling coefficients from synthetic wave-amplitude data. Sensitivity tests for the present model due to measurement errors of wave amplitudes and distance of two probes can more accurately predict the reflection coefficients. The measurement error of wave amplitude affects more significantly than measurement error of distance of two probes on calculating reflection coefficient of waves over a sloping bed. 相似文献
13.
14.
Enrico Foti Ivan Cáceres Rabionet Alberto Marini Rosaria E. Musumeci Agustín Sánchez-Arcilla 《Coastal Engineering》2011
Optical systems can provide very accurate measurements of bottom morphology in wave flumes. However, it is often necessary, e.g. when laser scanners are used, to stop the experiments and disturbing significantly the sandy bed itself, by emptying the flume. In the present work measurement strategies based on computer vision techniques which permit measurements also in the presence of water are applied in wave flumes at small and at large scale. Such techniques, based on the use of structured light, are demonstrated to be able to perform measurements of 2D and 3D bed evolution also in a very active area, such as the swash zone, where the alternating presence and absence of water makes it difficult to recover the bed morphology in a dynamic way. 相似文献
15.
Wave measurement based on light refraction 总被引：2，自引：0，他引：2
Some authors have developed a few methods of measuring wave slopes based on light refraction, including the measurement method via the distribution of light intensity or color under water. A new method based on light refraction is specified for the measurement of wave surface elevation in wave flume via imaging technology. A plane painted with black and white stripes is put on the flume floor as an indication plane, which can be arranged easily and cheaply. Compared with the previous methods, the present method is less sensitive to the noise and nonlinear effects of optical process, which can be taken as a digital method. The CCD camera is fixed above the flume with its optical axis arranged vertically to grab the images of stripes modulated by the wave surface. The modulated value can be calculated from the Hilbert transform, and then the wave surface elevation can be obtained. The algorithm and experimental procedure are specified in detail, and some experimental results are provided to show the validity of the present method. 相似文献
16.
Some authors have developed a few methods of measuring wave slopes based on light refraction, including the measurement method via the distribution of light intensity or color under water. A new method based on light refraction is specified for the measurement of wave surface elevation in wave flume via imaging technology. A plane painted with black and white stripes is put on the flume floor as an indication plane, which can be arranged easily and cheaply. Compared with the previous methods, the present method is less sensitive to the noise and nonlinear effects of optical process, which can be taken as a digital method. The CCD camera is fixed above the flume with its optical axis arranged vertically to grab the images of stripes modulated by the wave surface. The modulated value can be calculated from the Hilbert transform, and then the wave surface elevation can be obtained. The algorithm and experimental procedure are specified in detail, and some experimental results are provided to show the validity of the present method. 相似文献
17.
运用 He- Ne激光束偏转技术研究金属表面被脉冲 Nd:YAG激光烧蚀时在空气中所产生的冲击波。给出了冲击波前锋的传播轨迹。研究表明 :在近距离处 ,冲击波的传播轨迹接近于强爆炸波轨迹 ;冲击波波速明显大于空气中声速 ;随着传播距离增大 ,冲击波波速逐渐趋近于声速。 相似文献
18.
基于开源程序REEF3D,通过建立高精度二维数值波浪水槽,系统研究了聚焦波浪在浅堤上传播变形的规律,着重分析了聚焦波浪通过浅堤的水动力过程及能量变化规律,讨论了不同波浪要素对聚焦波浪传播特性的影响。除此之外,还考虑了双浅堤布置对聚焦波浪传播变形的影响。研究结果表明:极端波浪通过浅堤时,堤顶水深越小,波浪主频能量衰减越显著。在给定堤顶水深条件下,聚焦点与浅堤的相对位置对聚焦波浪能量的衰减影响较小。在双浅堤布置条件下,随着浅堤间距的增加,上下游浅堤的相互影响逐渐减弱,高频段的波浪能量也随之减小。 相似文献
19.
Guan-Yu Chen Feng-Chun Su Chi-Mong Wang Cho-Teng Liu Ruo-Shan Tseng 《Journal of Oceanography》2011,67(6):689-697
In the present study, theories based on the Korteweg–de Vries equation are extended to the Benjamin–Ono equation to allow
the determination of internal solitary wave (ISW) amplitude from satellite images. The free surface flow induced by an ISW
is derived for deep water. As a coherent structure, the amplitude of the ISW has a unique relation to the convergence/divergence
of surface flow, such that the flow convergence/divergence will increase/decrease the backscattering cross section and generate
bright/dark bands in satellite images. The distance between bright and dark bands can be related to the amplitude of ISW.
To validate the theory, a multi-ship measurement made on 9–11 May 2005 during the spring tide period is used. A systematic
approach to determine the thickness and density of the upper and lower layers is also included so that the free surface flow
can be determined with a relatively high accuracy. 相似文献
20.
This paper investigates wave-by-wave control of a wave energy converter using incident wave prediction based on up-wave surface elevation measurement. The goal of control is to approach the hydrodynamically optimum velocity leading to optimum power absorption. This work aims to study the gains in energy conversion from a deterministic wave propagation model that accounts for a range of group velocities in deriving the prediction. The up-wave measurement distance is assumed to be small enough to allow a deterministic propagation model, and further, both wave propagation and device response are assumed to be linear. For deep water conditions and long-crested waves, the propagation process is also described using an impulse response function (e.g. [1]). Approximate low and high frequency limits for realistic band-limited spectra are used to compute the corresponding group velocity limits. The prediction time into the future is based on the device impulse response function needed for the evaluation of the control force. The up-wave distance and the duration of measurement are then determined using the group velocity limits above.A 2-body axisymmetric heaving device is considered, for which power capture is through the relative heave oscillation between the two co-axial bodies. The power take-off is assumed to be linear and ideal as well as capable of applying the necessary resistive and reactive load components on the relative heave oscillation. The predicted wave profile is used along with device impulse response functions to compute the actuator force components at each instant. Calculations are carried out in irregular waves generated using a number of uni-modal wave spectra over a range of energy periods and significant wave heights. Results are compared with previous studies based on the use of instantaneous up-wave wave-profile measurements, both without and with oscillation constraints imposed. Considerable improvements in power capture are observed with the present approach over the range of wave conditions studied. 相似文献