深远海养殖工船最小推进功率研究

针对十万吨级深远海养殖工船在波浪中的阻力和运动响应开展了船模试验与模拟计算,并对其最小推进功率进行了校核。以试验流体力学（EFD）模型试验与模型尺度计算流体力学（CFD）模拟计算的结果进行对比作为方法验证,将实尺度CFD模拟计算的结果直接用于最小推进功率的校核。结果显示,EFD模型试验结果与模型尺度CFD计算结果误差在10%左右,计算精度满足工程要求。在规定的恶劣海况下该船型波浪增阻占总阻力的比例最高可达56.3%,螺旋桨转矩可达最大转矩的63.9%。等级2简化评估法得到的最小推进功率为等级1线评估法给出的最小功率线值的58.9%。研究表明实尺度CFD模拟计算可直接用于船舶最小推进功率的校核,此深远海养殖工船使用等级2简化评估方法进行校核更容易满足规范要求,其最小推进功率应不小于6 833 kW。     

船舶减纵摇方法研究

针对现有减小船舶纵摇的方法和装置进行总结和分析,并在此基础之上详细介绍一种新型十字型的被动式抗纵摇舵.通过对比分析,抗纵摇舵对于船舶具有明显地减小纵摇的减摇效果.     

基于Radon变换的星载SAR图像窄V尾迹检测

在Radon变换的基础上,提出了一种在Radon变换域附加检测规则对星载SAR图像中窄V尾迹进行检测的方法。附加的规则由去除短线规则和去除孤立点规则组成,将该方法应用于星载SAR图像中不同表现形式下的窄V尾迹,实验表明,该方法具有一定的普遍适用性。     

Investigation of Hydroelastic Ship Responses of An ULOC in Head Seas

Investigation of hydroelastic ship responses has been brought to the attention of the scientific and engineering world for several decades. There are two kinds of high-frequency vibrations in general ship responses to a large ocean-going ship in its shipping line, so-called springing and whipping, which are important for the determination of design wave load and fatigue damage as well. Because of the huge scale of an ultra large ore carrier (ULOC), it will suffer seldom slamming events in the ocean. The resonance vibration with high frequency is springing, which is caused by continuous wave excitation. In this paper, the wave-induced vibrations of the ULOC are addressed by experimental and numerical methods according to 2D and 3D hydroelasticity theories and an elastic model under full-load and ballast conditions. The influence of loading conditions on high-frequency vibration is studied both by numerical and experimental results. Wave-induced vibrations are higher under ballast condition including the wave frequency part, the multiple frequencies part, the 2-node and the 3-node vertical bending parts of the hydroelastic responses. The predicted results from the 2D method have less accuracy than the 3D method especially under ballast condition because of the slender-body assumption in the former method. The applicability of the 2D method and the further development of nonlinear effects to 3D method in the prediction of hydroelastic responses of the ULOC are discussed.     

一种顾及时间特征的船舶轨迹DBSCAN聚类算法

随着世界海洋经济的快速增长和各国海洋贸易的持续发展,船舶A IS系统被世界各国广泛采用,由此产生海量的船舶轨迹数据.如何对这些多维、动态的数据进行挖掘和利用,成为当前时空数据挖掘领域的研究热点之一.文中在经典DBSCAN空间聚类算法的基础上,对船舶轨迹数据进行清洗、压缩等预处理,并将其划分为特征点相连的子轨迹段,然后引...     

Single Particle Analysis of Aerosols, Observed in the Marine Boundary Layer during the Monterey Area Ship Tracks Experiment (MAST), with Respect to Cloud Droplet Formation

The chemical composition of individual particles >0.2 m sampled duringthe MAST-experiment wereanalysed by SEM-EDX, in combination with multivariatetechniques. The objective of this experiment was toidentify the mechanisms responsible for themodification of marine stratocumulus clouds byemissions from ships and in a wider sense to provideinformation on the global processes involved inatmospheric modification of cloud albedo. Aerosolswere examined under different MBL pollution levels(clean, intermediately polluted and moderatelypolluted) in five different reservoirs: backgroundbelow-cloud and above-cloud aerosol; background clouddroplet residual particles; below-cloud ship plumeaerosol and ship track cloud droplet residualparticles.In this study a relation was provided between theaerosol emitted from the ship's stack to an effect incloud. Additionally, a large fraction of the ambientaerosol was found to be composed of organic materialor other compounds, consisting of low Z-elements,associated with chlorine. Their number fraction waslargest in clean marine boundary layers, and decreasedwith increasing pollution levels. The fraction of`transformed sea salt' (Na, Cl, S), on the other hand,increased with the pollution level in the MBL. Only20% of the particles fell within the detectable rangeof the analysis.     

浅谈商业性地质风险管理

商业性地质工作是和公益性地质工作相对应提出的。在公益性地质工作得到初步加强的同时，如何认识商业性地质工作风险管理的问题，是当前政府部门和地勘单位值得关注的一个重要问题。     

Numerical Prediction of Hydrodynamic Forces on A Berthed Ship Induced by A Passing Ship in Different Waterway Geometries

An investigation has been conducted to quantify the effect of waterway geometry on the form and magnitude of forces and moment experienced by a berthed ship due to a passing ship. By using the dynamic mesh technique and solving the unsteady RANS equations in conjunction with a RNG k?ε turbulence model, numerical simulation of the three-dimensional unsteady viscous flow around a passing ship and a berthed ship in different waterway geometries is conducted, and the hydrodynamic forces and moment acting on the berthed ship are calculated. The proposed method is verified by comparing the numerical results with existing empirical curves and a selection of results from model scale experiments. The calculated interaction forces and moment are presented for six different waterway geometries. The magnitude of the peak values and the form of the forces and moment on the berthed ship for different cases are investigated to assess the effect of the waterway geometry. The results of present study can provide certain guidance on safe maneuvering of a ship passing by a berthed ship.     

风浪流联合作用下单点系泊船的受力分析

研究了风浪流联合作用下单点系泊船的受力问题.在应用Newman公式计算波浪漂移力的基础上,结合文献《Fleet Moorings Design Manual》,提出了不同方向的风、浪、流联合作用时,单点系泊船所受到的横向力、纵向力和回转力矩的计算方法.提出了风浪同向时,不同风流夹角组合对应的船舶平衡位置的确定方法.为缆绳、锚的选择以及舵角的控制提供了依据.最后通过算例验证了本方法的适用性和实用性.