小型水下自航行平台控制体系开发

以小型、经济、易扩展为目标,采用模块化设计思想,开发了一种基于CAN总线的递阶一分布式水下自航行平台控制系统,并重点考虑了安全可靠性,对各节点负载进行了优化分配。实际应用表明,该控制系统结构简单、性能可靠、传输率高,能够满足平台工作环境复杂多变的要求。     

水下光通信技术的研究与展望

水下光通信（Underwater Optical Wireless Communication,UOWC）是一种新型的水下通信技术,具有保密性好、可靠性高等优点,对于构建全光立体通信网络以及6G空天海地一体化全方位通信有重要的意义。分析了水下光通信相较于其他传统水下通信方式的优点,对水下光通信发展历程与进展进行了综述,对比了水下光通信2种主流光源：激光光源和LED光源。针对现阶段水下光通信面临的难题,提出了一种完善的水下光通信系统框图,并研制出相应的硬件系统,完成了水下通信调试。水下光通信是一种切实可行的新型通信方式,兼具灵活、保密、高速率等特点,在未来的6G时代中将会得到进一步的发展和应用。     

水面运动目标跟踪监控系统的设计与实现

本文围绕海上无人值守平台周界安防技术需求,以800 m范围内的快艇、渔船、客轮和商船为航行目标构建运动目标跟踪监控系统,并集成开发了基于水下被动声学检测和水上云台控制的光学视频系统为一体的声光一体化监控系统,设计了一套基于深度学习的目标检测算法,实现了对水面航行目标的跟踪检测与分类识别。本文在目前基于单一方法进行水面目标跟踪的基础上进行了突破,系统综合了水听器远距离目标监控跟踪和近距离的水面视频监控目标识别,当两者同时确认目标,由声警器发出警报驱离可疑目标,系统将水下声学监控和水面视频监控有效结合,极大地降低了平台的误报概率,同时实验测试结果表明该系统可有效实现对4类水面航行目标的跟踪检测和特征提取,且改进后的算法可有效提升目标检测效果与识别精度,具有较好的鲁棒性和有效性。     

基于双冗余以太网通信的气象实时观测数据采集网络传输系统的设计与实现

随着以太网技术应用的日趋成熟,在海洋和大气观测领域,人们希望对传统不具备网络通讯能力的观测仪器进行智能化和网络节点化改造。设计和实现了一套气象实时观测数据采集与网络传输系统。该系统采用基于ARM的嵌入式系统集成设计方案,实现了对外部传感器实时观测数据的采集和以太网通信。作为多级网络系统中的一个网络节点,该采集传输系统采用双冗余以太网通信接口设计,使系统中的双路以太网在一路局部故障或线路受损时可以自动冗余切换。这一设计特点大幅提高了作为网络节点的数据采集传输系统在与外部其他设备通信时数据传输的可靠性。通过在以太网条件下,网络闭环控制运行试验等测试,证明所开发的气象实时观测数据采集网络传输系统运行稳定可靠,双冗余以太网接口切换正常,数据采集传输及时准确,可完全满足实际应用的需要。     

自治水下机器人机械手系统协调运动研究

简单描述了自治水下机器人搭载的三功能水下电动机械手的设计,鉴于自治水下机器人-机械手系统运动学冗余、内部可能干涉以及载体圆筒式外形等特点,将惩罚调节因子引入系统运动学伪逆矩阵,保证了关节在允许范围内运动,避免载体大幅度姿态变化及载体与机械手之间的干涉,同时采用梯度投影法优化海流作用下的系统推力。仿真表明,该算法在解决系统冗余度的同时,有效地协调多任务下的系统动作。     

基于水下三维传感器网络的海洋环境立体监测系统关键技术研究

深入分析了我国海洋环境监测技术的不足与现实需求,提出一种基于水下三维传感器网络的海洋环境立体监测系统,探讨了系统的组成、架构及其涉及的关键技术。设计了可自主沉浮的水下传感器节点,探讨了水下传感器节点间、系统与控制中心间的通信方式,对网络拓扑结构进行了三维仿真,最后对水下三维传感器网络的应用前景进行了展望。     

面向智慧海洋的MIMO探测通信一体化波束成形设计

随着智慧海洋的不断发展,海洋研究中海洋信息的可靠获取、高速传输和高效处理越来越重要。为此,考虑一个面向智慧海洋的多输入多输出（Multiple-Input Multiple-Output,MIMO）探测通信一体化系统,在同一平台上共享相同的频谱资源来同时实现水下目标探测与通信。首先,对基于通信信号以及基于通信和探测信号叠加的2种一体化波形构成方法进行研究,在满足总功率及通信用户信干噪比需求的约束下,最小化MIMO探测发射波束图匹配误差和互相关图。然后,针对建立的2种波束成形设计问题,将其转化为二次半定规划问题并采用半正定松弛算法进行求解,得到探测通信一体化波束成形矩阵。最后,仿真结果验证了MIMO探测通信一体化波束成形设计的可行性。     

水声通信及组网的现状和展望

水声通信是海洋中无线信息传输的主要技术手段。水声通信技术在海洋环境监测、水下航行器/载人潜水器作业等方面有着广泛应用。同时,水声信道传输状态多变、海洋作业环境恶劣,对通信算法和设备可靠性有较高要求,水声通信及组网成为目前的研究热点。文中面向海洋环境监测领域,从水声通信物理层技术、网络技术及组网应用等方面进行介绍,并对未来技术趋势进行展望。     

基于相关性分析的水下定位异常数据校正及丢失数据修补方法

超短基线是实现水下拖体设备精确导航定位的必备设备,是目前我国在国际海底区域进行资源深入调查研究的重要装备。受水声信号传播损失、多径效应和其它设备噪声等因素的影响,超短基线水下定位数据存在诸多异常点,已严重影响水下定位数据的可信度和使用。针对该问题,本文提出并实现了一种基于相关性分析的剔除随机异常点和回归填充改正算法,并采用国际海底区域实测水下定位数据对算法可靠性进行了验证,同时采用模拟仿真方法对小时间尺度的定位数据进行了预测对比,取得较好效果。结果表明,该算法快捷、有效,有望在后续国际海底区域调查中推广应用,为国际海底资源调查水下装备的准确定位提供直接服务。     

波浪能直接驱动机动浮标的推进机构设计

移动观测平台是海洋环境立体观测系统的重要组成部分。遥控水下机器人(ROV)、自治水下机器人(AUV)等移动平台由于需要支持船只和能源供给的限制,影响了它们长时间和大范围使用。本文利用波浪垂荡运动设计一种新型波浪能驱动的机动浮标,该系统由水上浮体和水下推进机构两部分组成,利用波浪垂荡运动,推动水下推进机构叶片的摆动,引起水下推进机构在水平方向向前的升力,使水下推进机构以及水上浮体实现无外在能源供给的自主运动。本文设计制造了波浪驱动机动浮标的实验样机,并进行了海试。实验表明,在中等海况条件下可以实现机动浮标的无动力前进。该设计为海洋环境调查、海洋生态监测和溢油跟踪等提供了一种有效的移动监测平台。     

Microbial Biomass and Organic Nutrients in the Deep-Sea Sediments of the Central Indian Ocean Basin

In order to assess the impact of deep-sea mining on the in situ benthic life, we measured the microbial standing stock and concentration of organic nutrients in the deep-sea sediments of the Central Indian Ocean Basin in the Indian pioneer area. Sediments were collected using box core and grab samples during September 1996. The total bacterial numbers ranged from 10 10 -10 11 cells per g -1 dry weight sediment. There was a marginal decrease in the number of bacteria from surface to 30 cm depth, though the subsurface section registered a higher number than did the surface. The highest numbers were encountered at depths of 4-8 cm. The retrievable number of bacteria were two orders less in comparison with the direct total counts of bacteria. An almost homogeneous distribution of bacteria, total organic carbon, living biomass, and lipids throughout the depth of cores indicates active microbial and benthic processes in the deep sea sediments. On the other hand, a uniform distribution of total counts of bacteria, carbohydrates, and total organic carbon in all the cores indicates their stable nature and suggests that they can serve as useful parameters for long-term monitoring of the area after the benthic disturbance. Further studies on temporal variability in this region would not only verify the observed norms of distribution of these variables but would also help to understand restabilization processes after the simulated benthic disturbance.     

海上大直径钢管桩打桩过程中桩周土强度弱化研究

海上大直径钢管桩打桩过程中,桩周土体受到强烈扰动而发生强度弱化,掌握桩周土体强度弱化规律对于准确预测打桩过程、保证工程安全具有重要意义。为研究土体强度弱化规律,开展了环剪试验模拟打桩对桩周土体的扰动,测试土体强度随剪切速率的变化规律,建立了描述土体强度弱化规律的拟合公式,引入到打桩分析软件中。研究结果表明：土体的强度折减程度不仅与土体本身的性质有关还受到土体的埋深和剪切速率的影响,埋深越深土体强度折减程度越低,剪切速率越高土体强度折减越高,在打桩分析中可采用这里推荐的线性折减方法来模拟不同深度处土体强度的折减规律。     

Geoacoustic Inversion via Genetic Algorithm and Its Application to Manganese Sediment Identification

An acoustic inversion method using a wide-band signal and two near field receivers is proposed and applied to multiple layered seabed models including a manganese sediment. The inversion problem can be formulated into a probabilistic model comprised of signals, a forward model, and additive noise. The forward model simulates wide-band signals, such as chirp signals, and is chosen to be the source-waveletconvolution plane wave modeling method. The wavelet matching technique, using weighted least-squares fitting, estimates the sediment sound-speed and thickness on which determination of the possible numerical ranges for a priori uniform distribution is based. The genetic algorithm is applied to a global optimization problem to find a maximum a posteriori solution for determined a priori search space. Here the object function is defined by an L 2 norm of the difference between measured and modeled signals. Not only the marginal pdf but also its statistics are calculated by numerical evaluation of integrals using the samples selected during importance sampling process of the genetic algorithm.     

Phylogenetic diversity and phenotypic characterization of cultivable bacterioplankton isolated from polar oceans

A set of 27 marine planktonic bacteria isolated from the polar regions was characterized by 16S rDNA sequencing and physiological and biochemical testing. More than half of these bacteria were positive for caseinase, gelatinase and 13-glucosidase, and could utilize glucose, maltose or malic acid as carbon source for cell growth. Twelve isolates expressed nitrate reduction activities. Except for one antarctic isolate BSwlO175 belonging to Actinobacteria phylum, these isolates were classified as γ-Proteobacteria, suggesting that γ-Proteobacteria dominated in cultivable marine bacterioplankton at both poles. Genus Pseudoalteromonas was the predominant group in the Chukchi Sea and the Bering Sea, and genus ShewaneUa dominated in cultivable bacterioplankton in the Prydz Bay. With sequence similarities above 97%, genus Psychrobacter was found at both poles. These 27 isolates were psychrotolerant, and significant 16S rDNA sequence similarities were found not only between arctic and antarctic marine bacteria （ 〉 99% ）, but also between polar marine bacteria and bacteria from other aquatic environments （ ≥ 98.8% ）, including temperate ocean, deep sea, pond and lake, suggesting that in the polar oceans less temperature-sensitive bacteria may be cosmopolitan and have a bipolar, even global, distribution at the species level.     

Deep-Sea Sediment Compression Curves: Some Controlling Factors, Spurious Overconsolidation, Predictions, and Geophysical Reproduction

Oedometer tests have been carried out on 70 undisturbed surficial clays (at approximately 250 mm below the mudline), mostly collected by free-fall corers from sites widely scattered throughout the deep-sea North Atlantic. Acoustic measurements were also made, initially on contiguous samples and ultimately on the same sample using a geophysically instrumented oedometer which also collected electrical resistivity data. Apart from those quiescent areas below the carbonate compensation depth, such as north of the West Indies where very fine clays exist, most of the samples are silty clays whose geotechnical-geophysical properties are dependent on the type of clay minerals present (and their ability to take in moisture), the sand-size fraction, and the quantity of carbonate present. Thus the pure clays have high compressibilities which decrease on the addition of coarse particles, while the converse is true for the acoustic parameters, these increasing with the sand fraction. Using the notion of the intrinsic compression line for all samples, and comparison to it of the measured compression curves, it is clear that, contrary to some previously held ideas, most deep-sea clays are normally consolidated; the addition of carbonate has the effect of creating an open, stronger sediment skeleton. Interestingly, where information is available, the variation with depth of a sample's acoustic velocity follows the void ratio pressure relationship of the compression curve. This allows the construction of an in-situ sediment compression curve using the in-situ geophysical observations.     

INFORMATION FOR AUTHORS

<正>Acta Oceanologica Sinica(AOS)is a comprehensive academic journal edited by the Editorial Committee of Acta Oceanologica Sinica and is designed to provide a forum for important research papers of the marine scientific community which reflect the information on a worldwide basis.The journal publishes scholarly papers on marine science and technology,including physics,chemistry,biology,     

Evaluation of the Risk of Marine Slope Instability: A Pseudo-3D Approach for Application to Large Areas

This article presents a methodology developed to evaluate the instability of submarine slopes that extend over a large area. Special attention was paid to (1) the complex geometry (bathymetry) and the expanse of the slope, (2) the heterogeneity of the sediment, and (3) the distribution of the pore pressure. The safety factor was considered as a spatially varying quantity. The General Formulation (GLE, Fredlund and Krahn 1977), which fully satisfies equilibrium conditions, was used for evaluating the stability of the marine slope. The submarine slope failure, which occurred on 16 October 1979 during the construction of the new Nice airport, was studied in order to test the developed model. Geotechnical parameters were taken from experimental tests carried out by IFREMER on 19 cores extracted at different depths (from 27 m to 1300 m) (Cochonat, Bourillet, and Savoye, 1993; Mulder et al., 1994). Many scenarios were proposed in order to explain the cause of the Nice slope failure (Habib, 1994). In this article, two of those scenarios were tested. Simulation results are presented and discussed.