方位基准计算方法研究

根据方位基准计算的理论和多年的经验,梳理了方位基准的计算过程,梳理内容包括计算公式和精度估计;然后利用20组实测数据,利用拉普拉斯方程和大地主题反解计算控制点以及方位点间的大地方位角差值,符合在2″内;最后在不同条件下需要选择合适的方法计算大地方位角,对日后计算方位基准具有一定的参考价值。     

绝对精度阈值约束的大地线内插算法

现有的大地线内插算法主要存在以下问题:一是无法脱离海图载体的地图投影性质及其比例尺大小的限制;二是最大插值间隔需人为给定;三是算法结果的精度无法自适应调整。针对上述问题,根据地球曲率解算出由空间直线替代大地线所对应的地球椭球面上的长度,并以此作为最大插值间隔,提出一种绝对精度阈值约束的大地线内插算法。利用经典算例对算法的正确性和结果精度进行了实验验证,结果表明,该算法不仅可以根据绝对精度阈值自适应地调整最大插值间隔,还提高了结果的绝对精度,而且对大地线的距离亦具有广泛适用性。     

复数高斯投影的大地线曲率与代曲直距

利用高斯投影复变函数表示,给出了复数等角纬度、复变函数高斯投影的坐标计算公式等公式,再通过复数等角纬度等,推导出投影长度比以及子午线收敛角等公式,最后得到复变函数高斯投影面上大地线的曲率与代曲直距公式。并且与传统高斯投影作了比较,两者的大地线表象曲率在同一个量级上,大地线的代曲直距在1∶500000高斯-克吕格投影图上,两者都为10~12cm。进一步完善了高斯投影复数理论。     

基于全极化SAR的浙江衢山岛DEM信息提取

数字高程模型(digital elevation model, DEM)是重要的地理信息,合成孔径雷达(synthetic aperture radar, SAR)是提取数字高程模型的有效手段之一。本文以浙江衢山岛部分地区为研究区,利用2013年11月27日的Radarsat-2四极化精细工作模式极化SAR数据计算了研究区方位向两相邻分辨单元之间的极化方位角偏移量,从极化方位角偏移量提取了方位向坡度信息,得到了研究区地形的高程数据,并利用实测数据对提取的DEM信息进行了精度检验。结果表明,在海岸带及近海岛礁区域,单景全极化雷达DEM测量是可行的,计算结果的平均相对误差为20%,造成误差的主要原因是海面杂波造成的起算面的改变以及植被的树枝叶层造成方位角的变化导致的高程计算偏差。     

海岸线长度与分维在不同比例尺地图上的变化研究

结合国内外海岸线分形研究进展 ,以江苏省海岸线为例 ,系统地探讨了不同比例尺地图上海岸线长度与分维的变化及其规律。指出海岸线长度与地图比例尺之间存在有 lg L =algk b的基本关系 ;其次 ,对于同一条海岸线来说 ,使用量规法和网格法计算所得分维结果是不同的 ,使用量规法的计算结果大于使用网格法的计算结果 ;再者 ,在不同比例尺地图上 ,同一海岸线的分维是不同的 ,随着地图比例尺的逐渐变小 ,海岸线分维相应地逐渐变小 ,且在不同比例尺间使用量规法计算所得海岸线分维结果的差值大于使用网格法计算所得海岸线分维结果的差值     

减弱船磁效应对海洋地磁测量精度影响的方法研究

船磁效应一直是影响海洋地磁测量精度的一个重要因素。传统船磁模型只取磁方位角为变量,改正后测线数据存在系统差和船磁影响的起伏变化,给不断累积的地磁数据拼接带来困难。磁正西北和北东方向的测线网受船的感应磁性变化的影响最小,东西向测线之间船磁影响差异最小,而磁南北向测线之间正好相反,据此可从测线布设方案着手减弱船磁效应影响。完备的船磁模型可以兼顾考虑测线航向、地磁总场、磁倾角和拖缆长度的变化,通过不同拖缆长度的主、副测线网交点差平差或三点各两种不同拖缆长度的方位测量,实现地磁异常分离和完备船磁效应的改正。实例说明固定船磁,甚至负的垂直分量,会使船磁效应随纬度出现可观变化,需要完备船磁模型的解算和改正才能解决这个问题。     

拖曳线列阵振荡幅值响应特性

通过欧拉角的变换把拖曳线列阵微元段矢量动力平衡方程在局部坐标系下展开，在时间和空间上作中心差分数值离散平衡方程。将尾绳阻力作为线列阵尾端点的张力，改善因尾端张力为零引起的差分方程奇异性。取有关文献资料中的两个拖曳线列阵进行了拖点振荡响应计算，计算结果与相应文献资料中线性理论的计算和试验结果基本吻合。最后由仿真计算讨论了拖曳线列阵参数变化对拖点垂向和横向的谐振稳态响应特性。计算结果表明影响拖曳线列阵振荡响应的主要参数是由拖缆长度、拖点航速和拖点振荡因频率构成的无因次振荡频率。     

再论采用双重投影法的椭球面日晷投影

为减小椭球面日晷投影的变形,讨论了椭球面日晷投影的特性,分析了3种球面下双重投影法的变形大小,结果表明采用高斯等角球面,投影长度变形最小,适合于各种比例尺的地图海图制图,可以使船只沿着拟大地线方向航行,迅速到达目的地。     

法向承力锚拖曳安装过程的整体模拟

法向承力锚(Vertically Loaded Plate Anchor,VLA)是一种适用于深水的新型系泊基础,它的拖曳安装过程直接决定了其系泊定位的精度和锚体的最终承载能力。综合考虑VLA锚体、锚泊线和上部船体的运动,建立了一种新的准静力整体分析模型。模型包括不断贯入海床的锚体、锚泊线(土中反悬链段和水中悬链段)和安装船体三部分,针对确定的锚泊线长度,安装船运动张紧锚泊线进行安装的过程,计算了此过程中锚体的运动轨迹、锚泊线形态和作用在船体上的锚泊线张力矢量的变化,重点分析了不同抛链长度和海床土体的参数对安装过程控制的影响,发现链长与水深之比达到5时,接近极限贯入深度。     

依托太阳的磁偏角测量方法

介绍了磁偏角概念和传统的GPS磁偏角测量原理,设计了依托太阳的磁偏角测量步骤和数据处理方法,有效减弱了太阳视运动的影响,构建了根据测站经纬度、观测时间计算太阳方位角的数学模型,通过依托太阳的方位角观测实例和精度分析,验证了依托太阳的磁偏角测量方法的有效性。     

关于高斯投影长度变形的探讨

由高斯投影长度比的公式,推导了在海道测量外业测图中引入高斯投影变形改正计算公式。分析了高斯投影长度变形随纬度和经度变化的规律,以及高斯投影变形与分带的关系。讨论了在测量作业中加入变形改正的必要性和较少高斯投影分带的可能性。     

Analysis of seafloor backscatter strength dependence on the survey azimuth using multibeam echosounder data

The sediment backscatter strength measured by multibeam echosounders is a key feature for seafloor mapping either qualitative (image mosaics) or quantitative (extraction of classifying features). An important phenomenon, often underestimated, is the dependence of the backscatter level on the azimuth angle imposed by the survey line directions: strong level differences at varying azimuth can be observed in case of organized roughness of the seabed, usually caused by tide currents over sandy sediments. This paper presents a number of experimental results obtained from shallow-water cruises using a 300-kHz multibeam echosounder and specially dedicated to the study of this azimuthal effect, with a specific configuration of the survey strategy involving a systematic coverage of reference areas following “compass rose” patterns. The results show for some areas a very strong dependence of the backscatter level, up to about 10-dB differences at intermediate oblique angles, although the presence of these ripples cannot be observed directly—neither from the bathymetry data nor from the sonar image, due to the insufficient resolution capability of the sonar. An elementary modeling of backscattering from rippled interfaces explains and comforts these observations. The consequences of this backscatter dependence upon survey azimuth on the current strategies of backscatter data acquisition and exploitation are discussed.     

Mesozoic plate motions in the eastern central North Atlantic

A 1500 km long segment of a fracture zone exhibiting continuity of trend and offset with the Atlantis fracture zone (30°N) was mapped with bathymetric, seismic reflection, and magnetic profiles between the outer continental shelf and the abyssal hills off northwest Africa. The fracture zone segment occurs in crust of Mesozoic age dated tentatively by the identification of remanent magnetic anomalies.Lithospheric plate motions in a frame of reference fixed with respect to Africa are deduced along the fracture zone. During the Early and Middle Jurassic (? 180 to > 155 my) the plate motion was east-west described by a rotation of 10° about a pole located at 36° ± 2°N, 17.5 ± 1°W with respect to Africa. The location of this pole indicates that the opening of the Atlantic between North America and Africa was independent of the opening between North America and Europe with an intervening plate boundary in the position of the present Azores-Gibraltar ridge. The rotation changed to northwest-southeast during the Late Jurassic (> 155 to about 150 my), when the azimuth to the pole of plate rotation jumped about 20° of arc eastward from the azimuth to the prior pole. The northwest-southeast relative rotation continued during the Late Jurassic and Early Cretaceous (about 150 to about 100 my). The azimuth to the rotational pole appears to have migrated progressively westward toward the Cenozoic pole.     

Non-symmetric cyclic bending of helical wires in flexible pipes

Unbonded flexible pipes have superior fatigue performance as the internal armor layers are allowed to move relative to each other, leading to reduced structural loading. The main interactions between the internal layers are the contact forces and the frictional forces. Frictional interaction leads to a complex non-linear response of unbonded flexible pipes making prediction of cyclic bending fatigue a demanding task. Nevertheless, detailed understanding of local armor wire stresses and the related fatigue phenomena is of paramount importance as unbonded flexible risers are often operated close to their mechanical limits. This paper presents a method for calculating the tensile armor wire loading and the hysteresis effect on flexible pipes when subjected to tension, and non-symmetric cyclic bending. The effect of non-symmetric cyclic bending with different tensile armor lay angles, and frictional conditions are studied. The analysis uses an efficient repeated unit cell finite element model, allowing the analysis to be performed on a desktop computer. The study shows that the tensile armor wires gradually translate towards the compression side of the pipe bending plane, when the unbonded flexible pipe is subjected to combined tension and non-symmetric cyclic bending. In the analysis, cyclic bending is applied until steady-state in the bending response is achieved over a full bending cycle. The global bending response of the flexible pipe and the tensile armor wire loading conditions for fully stabilized non-symmetric cyclic bending become symmetric around the frictionless state for the mean cyclic bending curvature. An approximate analytic model for the tensile armor in the stabilized cycle, based on symmetric bending about the geodesic curve corresponding to the mean pipe curvature, is proposed.     

Osculatory Surfaces Extraction applied to Monitoring of Sub-marine Sand Materials

Abstract

This work aims at providing geoscientists with a new robust shape transform that performs the estimation of a smooth submarine intra-sediment shape from Multi-Beam Echo Sounders data. This shape matches a virtual geodesic interface between mobile and immobile sand, called an osculatory surface. The transform operates through only two non-optional parameters: its scale length and the corresponding degree of the local representations. Application tests addressing different tidal sandbanks are described. Applications to the osculatory tracking of two monitoring zones over fifteen years are also included.     

基于人工神经网络的台风浪高快速计算方法

采用2010—2017年南海5个浮标波高观测资料和中国气象局热带气旋最佳路径集中的热带气旋参数, 基于前馈型误差反向传播(Forward Feedback Back Propagation, FFBP)神经网络(Artificial Neural Network, ANN)方法, 分别建立了各浮标站的台风浪高快速计算模型。研究显示, 基于热带气旋中心坐标、中心最低气压、近中心最大风速、热带气旋中心与浮标之间的距离和方位4个参数建立的神经网络模型经反复训练后, 模型输出结果可以很好地拟合观测数据, 各浮标有效波高计算值与观测值的均方根误差小于0.3m, 平均相对误差为5.78%~7.23%, 相关系数大于0.9, 属高度相关。独立测试结果显示, “山竹”( 国际编号: 1822)影响期间有效波高最大值的神经网络模型预报结果与观测值基本吻合, 相对误差为-31.06%~0.98%, 但计算的最大值出现时间和观测情况不完全一致。该计算方法可应用于热带气旋影响期间的有效波高最大值计算, 因而在海洋工程领域和海洋预报领域具有应用前景。     

基于合成孔径雷达交叉极化通道数据的海上目标探测

Azimuth ambiguities(ghost targets) discrimination is of great interest with the development of a synthetic aperture radar(SAR). And the azimuth ambiguities are often mistaken as actual targets and cause false alarms. For actual targets, HV channel signals acquired by a fully polarimetric SAR are approximately equal to a VH channel in magnitude and phase, i.e., the reciprocity theorem applies, but shifted in phase about ± for the first-order azimuth ambiguities. Exploiting this physical behavior, the real part of the product of the two cross-polarized channels, i.e.(S S)HV VH, hereafter called A12 r, is employed as a new parameter for a target detection at sea. Compared with other parameters, the contrast of A12 r image between a target and the surrounding sea surface will be obviously increased when A12 r image is processed by mean filtering algorithm. Here, in order to detect target with constant false-alarm rates(CFARs), an analytical expression for the probability density function(pdf) of A12 r is derived based on the complex Wishart-distribution. Because a value of A12 r is greater/less than 0 for real target/its azimuth ambiguities, the first-order azimuth ambiguities can be completely removed by this A12r-based CFAR technology. Experiments accomplished over C-band RADARSAT-2 fully polarimetric imageries confirm the validity.     

用于深海作业的激光陀螺高精度定位定向系统的仿真与实验

定位定向技术是深海作业系统的主要关键技术之一。本文基于激光陀螺提出了一种用于深海作业的高精度定位定向系统研究方案，建立了一套相应的系统分析方法，对该方案的姿态、速度、位置误差进行了详细的仿真分析。进行了72 h静态定位定向实验，结果表明系统的俯仰角和横滚角误差小于0.006°，航向角误差小于0.035°，速度误差小于0.9m?s–1，定位误差小于29.9 km。实验结果与仿真分析结果基本一致，验证了该研究方案的可行性。和采用动力调谐陀螺的定位定向系统相比，本系统具有精度高和可靠性好等优点。     

集装箱港区港内最优道路长度确定的方法研究

通过合理布置港内道路,优化道路长度解决港区集装箱车流拥堵问题,保证港口车流的运行通畅,是提高港口运营效率及服务水平的有效途径。以港区内集装箱车流的速度-密度-流量关系为基础,并对密度函数进行了线性化、堵塞突变、堵塞推移的假设,利用几何原理解决时空积分的困难,推导出港区集装箱车道的最优长度表达式。通过实例计算,验证该表达式的可靠性,从而为原有港口道路优化改造及新建港口道路设计提供了充分的计算依据。     

X波段雷达海面回波谱宽特征研究

海面电磁回波频谱宽度与海浪波高密切相关，可应用频谱宽度进行海浪有效波高反演。本文应用线性滤波法仿真出了海表散射面元在雷达视向上的投影速度，建立了回波谱宽模型，分析了雷达空间分辨率、回波时间序列长度及海洋环境参数等因素对频谱宽度的影响，同时还针对如何在实际观测过程中选择回波时间序列长度、观测方位角等参数进行了讨论。最后还将理论结果与CSIR-X波段雷达实测数据谱宽估计结果进行了比较。结果表明，剔除雷达噪声以及频率泄露的影响后，基于高斯分布标准偏差的谱宽估计方法所得结果与理论结果吻合很好，这从而证明了理论结果的可靠性。本文所得结果对海浪有效波高反演具有一定参考价值。