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针对传统分布式波浪测量系统缺乏总体监控管理、采集同步性不高的问题,研制一种新型分布式波浪测量系统。系统由多个前端数据采集器和数据监控管理服务器组成。系统完成上电加载后,数据监控管理服务器首先对前端数据采集器的时间同步。数据采集器对采集进行精确定时、触发和同步控制,从而同步采集多通道数据。数据监控管理服务器实现对波高、周期数据的实时监控、统计分析、存储、查询和下载。多组不同工况比对试验表明,新型波浪测量系统不仅对试验数据具有较好的监控管理能力,且测量准确,具有较好的应用前景。 相似文献
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Wave-Rider 67780系列测波仪采用HP-85微机作实时数据采集和实时谱处理(200s/块)。所采集的原始数据块间不连续、数据块不贮存,难以满足波浪研究的需要。本文在以往工作的基础上,进一步采用1BM-PC系列微机代替HP-85微机并设计了专用软件包,从而可实现连续(时间任意)的实时数据采集、贮存以及实时波浪统计和Tukey海浪谱分析(1200s)。经多次波浪测量应用,证实该测波仪的实时数据采集贮存和实时数据处理能力得到明显提高。该软件包适用于其它类似测量系统,具有一定的应用价值。 相似文献
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介绍了我国自行研制的最新一代用于海洋环境监测的大型FZF3—1型海洋资料浮标系统，论述了该系统的总体技术结构、原理和性能，以及应用PC—104微机作为浮标数据采集控制系统的情况。 相似文献
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为了解决HBF1-1型近海遥测波浪仪的原始数据保留方式与数据处理能力,本文提出了以IBM/PC微机代替原系统单板机的方法,并设计了“ADL”与“SPE”数据采集与处理程序,经与ENDECO 956浮标观测资料的比较以及1a的海上观测应用,证明该方法所获得的资料是可靠的。 相似文献
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应用浮标测量海洋波浪是近十几年来国外广泛采用的测波手段之一。SBF1—1型近海遥测波浪仪即是一种定点的具有弹性系留系统的遥测波浪浮标。它主要适用于沿海台站、港口码头及海上石油平台等处测量波浪的波高和周期。浮标通过天线连续发射波浪信号,岸站接收系统可连续或定时接收记录。 相似文献
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系统应用电子技术、计算机技术、无线电通讯技术于水文测报;是水文数据采集、模块现场存储与无线电遥测相结合的,集水文资料采集、电讯整编和水文自动测报于一体的综合性系统。 相似文献
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电子罗盘在波浪浮标中用于实时提供波浪浮标所处的方位.为解决嵌入了Matlab的电子罗盘校准系统可移植性差、过程繁杂、运行速度慢的问题,设计了新的校准系统.将由14位串行A/D转换器Max194从波高数据采集系统中获得的模拟信号转换成的数字信号接入到微控制器中,微控制器负责控制方位数据的采样频率和A/D转换芯片,再利用串口转换芯片将输出的电平信号转换成RS232信号,由计算机对此进行处理.该系统采用了绘图功能完备、处理速度出众、可移植性好的ProEssentials结合VC++来处理多功能方位测试台采集到的方位数据,并绘制成采样数据比较图和误差图,来直观地展现电子罗盘的误差情况.实验测试表明,该电子罗盘校准系统具有可移植性好、功耗低、稳定性强、运行速度快的特点.该校准系统已经广泛应用于波浪浮标、3m浮标等的生产中. 相似文献
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Frequency-dependent cross-spectral parameters for pitch-roll buoy data and parameters that describe directional wave spectra based on a directional Fourier series are developed by the National Data Buoy Center (NDBC) and other organizations that collect wave data. The World Meteorological Organization (WMO) specifies wave data product formats in its Wave Observation (FM 65 WAVEOB) code. Other organizations, such as the US Army Corps of Engineers Field Wave Gaging Program (FWGP), have similar specifications. A directional Fourier series has poor directional resolution compared with advanced methods such as those based on maximum likelihood and maximum entropy. Transformations are developed for applying the advanced methods and working with directional wave information stored in the WMO's FM 65 WAVEOB code, the FWGP's Wave Data Analysis Standard (WDAS) format, and similar codes and formats. Using the transformations, a directional Fourier series expansion method, a Maximum Likelihood Method (MLM), and a Maximum Entropy Method (MEM) are each applied to 115 sets of NDBC directional wave data. The MEM and MLM provide better directional resolution, but the MEM produces artificial double peaks. There are considerable differences for the three used methods. The developed transformation equations enable wave data users to apply the method that best suits their applications. 相似文献
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A stochastic simulation technique was used with ship wave observations, which form the largest world-wide data base of wave information. Twenty years of wave parameter (height, period, and direction) observations from the Comprehensive Ocean–Atmosphere Data Set (COADS) were used as the input data. Simulations were compared to four years of wave parameters from a National Data Buoy Center (NDBC) data buoy near Monterey Bay, CA. The comparisons are satisfactory with differences mainly caused by biases between ship observations and buoy data. The stochastic simulation technique is attractive because it is computationally efficient and few decisions are required for its application. The applied techniques can be employed with global COADS data to simulate wave conditions at many world-wide locations where measurements and hindcasts by computer models do not exist. 相似文献
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A methodology is proposed for efficient processing of sea wave field data via compressive sensing (CS), and joint time-frequency analysis via harmonic wavelets (HWs) based evolutionary power spectrum (EPS) estimation. In this regard, it is possible to record and store relatively long wave data sequences, whereas the commonly adopted in-practice assumption of stationary data is abandoned. Currently, most wave records are measured by buoys, which acquire data for a time interval representative of stationary time series. Next, following a Fourier transform processing, only few spectral parameters are stored. Thus, detailed information about localized-in-time phenomena are completely lost. Herein, it is shown that CS can be adopted for efficiently compressing and reconstructing wave data, while retaining localized information. For this purpose, CS is used in conjunction with a HW basis for processing long time series. In particular, storage capacity demands are drastically decreased as only the HW coefficients need to be saved. These are determined from a randomly-sampled record by invoking a L1/2 norm minimization procedure. The resulting reconstructed record, being longer than conventional wave time series, can no longer be regarded as stationary; thus, a HW based EPS estimate is employed for describing the joint time-frequency features of the record. Finally, the reliability of the methodology is assessed by analyzing wave field data measured at the Natural Ocean Engineering Laboratory (NOEL) of Reggio Calabria. Specifically, comparisons between original and reconstructed records demonstrate a satisfactory agreement regarding the time-histories, and the estimated EPS and relevant statistical quantities, even for up to 60% missing/removed data. 相似文献
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波浪谱分析是研究随机波浪、构建波浪模型、计算海浪要素的主要方法,也是海洋工程设计、波浪能应用研究等的重要依据。目前对于现场波浪数据的获取仅局限于波浪特征参数和部分频段数据,为了获取准确有效的波浪谱信息,提出微机电系统(Micro-Electro-Mechanical System,MEMS)和全球定位系统(Global Positioning System,GPS)测波传感器相结合的波浪谱数据获取方法以及利用北斗短报文数据传输的通信方式。综合考虑波浪谱数据特点和北斗短报文通信能力,波浪谱数据选用半精度数据类型编码并设计了相应的数据传输格式。现场海试结果表明该方法对于全波谱数据计算和传输较为准确,有效波高、峰值周期、平均波向和方向扩展的准确率相比于单独GPS传感器计算结果分别提升了12.5%(0.1m)、5%(0.2s)、8%(13°)和13%(8°),为海浪观测资料获取提供了新方法和新思路,可以进一步满足海洋多要素研究和对完整频谱分析的实际应用需求。 相似文献
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一种新型便携式旋桨流速仪 总被引：1，自引：0，他引：1
介绍了一种新型BH-1型便携式旋桨流速仪,主要由自主研制的流速传感器、手持式主机及微机数据回放处理软件三部分组成.其传感器采用独特的导流筒和导流罩结构设计,增加了系统的抗干扰能力,有效提高了测量准确性.应用单片机技术实现了数据的实时检测与处理,多路存储以及瞬时测量流量功能.通过静态试验标定,表明该流速仪测量范围(0.04～4)m/s,非线性误差为0.874%.该流速仪结构新颖、使用轻巧方便、稳定可靠,已广泛应用于国家海洋局对陆源入海排污口排污监测和海洋环境管理工作中. 相似文献
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Global sea surface wind field data derived from NCEP reanalysis were used in driving a SWAN wave model to reconstruct historical wave records from 1948 to 2008. The reconstructed wave data were compared and verified by the observation of the data buoys of the Central Weather Bureau and the Water Resources Agency, Taiwan, and the National Data Buoy Center/National Oceanic and Atmospheric Administration, United States. Over the past six decades, the wave climate in Taiwan waters has undergone considerable changes. The annual mean significant wave heights have reduced an average of 0.31 cm/year. Winter wave heights have gradually dropped 0.86 cm/year, which are related to the weakening of winter monsoons. Regarding the inter-annual wave climate variation, the influence of El Niño/southern oscillation was substantial; the wave heights increased in La Niña years and decreased in El Niño years. In the past 60 years, extreme wave events have been concentrated in two periods: 1967–1974 and 2000–2008. More severe extreme wave events occurred in the latter compared with the former, and all were induced by typhoons. A clear trend, in which the summer (winter) extreme wave events have increased (decreased) gradually, has been identified. The 1980s was the transition period. After the transition period, the annual occurrence of extreme wave events caused by typhoons exceeded those caused by an intense outbreak of winter cold surges, although the total number of the annual extreme wave events has not changed substantially. 相似文献
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V. V. Fomin 《Physical Oceanography》1993,4(4):283-290
This paper describes an algorithm for processing data provided by a gradient-distributed temperature sensor, based on the regularization method, to estimate internal wave parameters in the thermocline. Measurements of the average temperature in the layer, temperature data at its boundaries, as well as the vertical temperature profile at the initial moment of time serve as input data. Data on the error-level of parameter measurements and ana priori assumption as to the monotonic declining of temperature with depth is applied. Examples of computations are given illustrating the validity of the algorithm.Translated by V. Puchkin. 相似文献
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A web-based distributed system for monitoring and forecasting of the marine environment has been developed in line with INfrastructure for SPatial InfoRmation in Europe (INSPIRE) and Global Monitoring for Environment and Security (GMES) recommendations for a European Spatial Data Infrastructure (SDI). This system, called DISPRO, enables integration and distribution of multi-source data from satellites, aircraft, and in situ instruments, as well as results from numerical models. Geographic data and metadata are stored on a set of distributed computer nodes and retrieved and integrated by a web GIS client by means of Open Geospatial Consortium (OGC) Web Map Server (WMS) technologies. A profile of ISO 19115 was developed for metadata handling, using eXtensible Markup Language (XML) as a platform independent encoding mechanism. DISPRO has been demonstrated in six European coastal zone and ocean regions in the spring and summer of 2005. The overall positive experiences of both service providers and end users indicate that the system should be further developed into an operational GMES service. 相似文献
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This paper provides an overview of a new large scale laboratory data set on the kinematics of breaking tsunami wavefronts. The aim of the experiments was to provide an open access data set for model testing, calibration and verification, with particular emphasis on fluid kinematics in the wave breaking and run-up (swash) zones. The experiments were performed over a composite slope in the tsunami wave basin at the O. H. Hinsdale Wave Research Laboratory at Oregon State University. Data for ten different wave conditions were collected, including non-breaking and breaking waves, and both shore breaks and fully developed long bores.Surface elevation and fluid kinematics were measured with a closely spaced array of surface piercing wave gauges, non-contact ultrasonic wave gauges and four 3-D side-looking Acoustic Doppler Velocimeters. The array was traversed from the nearshore (depth = 0.2 m) to the middle and upper run-up zone, providing kinematic data at 30 cross-shore locations. Video was also recorded from 4 cameras covering the propagation, breaking and run-up zones. Surface elevation, flow velocities and the wave maker displacement were also recorded to provide offshore boundary conditions.The experiments include conditions with wave heights up to 0.55 m, notional wave periods up to 20 s and run-up lengths of up to 15.2 m on a 1/30 slope. In terms of the slope in the shoaling and breaker zones, the data correspond to Iribarren numbers in the range of 0.26–5.6. Raw, calibrated and processed data are stored with open access within the OSU Tsunami Wave Basin Experiment Notebook, which provides full access to all the wave maker control signals, data, instrument coordinates, and processing and plotting software. This paper serves as an introduction to the data set, demonstrates data quality and provides an initial analysis of some key parameters that govern the impact of tsunami events, including run-up versus offshore wave conditions and nearshore bore height, the maximum inundation depths at the original shoreline position, and the time to maximum inundation depth and flow reversal. Examples of temporal and convective accelerations and turbulent flow components are also presented to illustrate further details of the kinematics. 相似文献
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For original paper see ibid., vol. OE-10, no.4, p.382-96 (1985). The authors of the above mentioned paper present an extensive set of linear calibration techniques that are applied to National Data Buoy Center wave-buoy sensor spectral output before calculating and disseminating directional wave spectra. The commentators identify and estimate the nonlinear effects that produce biases still present in the output, due both to wave nonlinearities themselves and to constraints on the buoy and mooring system to the driving forces. Simple models show that these nonlinearities can produce spectral energy biases of 5-15% at and above the spectral peak frequency, and even greater errors below it. NDBC presently records wave data from vertically stabilized and fixed accelerometers and slope sensors. Calculations show that these sensors all incur bias due to wave nonlinearities: this is greater for vertically stabilized accelerometers and least for slope sensors. Effects of the resulting inconsistencies between the different sensors are most pronounced below the spectral peak where the nonlinear terms dominate; these effects are illustrated with measured data 相似文献