A wavelet for predicting the time-domain response of vertically tethered systems

The response wavelets for tether tension and the displacement of a package on the end of a tether are derived from a linear, frequency-domain model of vertically tethered systems using inverse fourier transform techniques. These wavelets are convolved with a record of ship displacement to predict the instantaneous tension and displacement to an accuracy of better than 20% for a typical system. Although snap loads are non-linear and the response cannot be calculated while the tether is slack, the onset of zero tension — a precursor to snap loads — is predicted by the wavelet. Thus, extreme and potentially hazardous conditions are foreseeable with the wavelet and this information can be used in real-time to guide operations at sea.     

FY-3A/MERSI, ocean color algorithm, products and demonstrative applications

A medium resolution spectral imager (MERSI) on-board the first spacecraft of the second generation of China’s polar-orbit meteorological satellites FY-3A, is a MODIS-like sensor with 20 bands covering visible to thermal infrared spectral region. FY-3A/MERSI is capable of making continuous global observations, and ocean color application is one of its main targets. The objective is to provide information about the ocean color products of FY-3A/MERSI, including sensor calibration, ocean color algorithms, ocean color products validation and applications. Although there is a visible on-board calibration device, it cannot realize the on-board absolute radiometric calibration in the reflective solar bands. A multisite vicarious calibration method is developed, and used for monitoring the in-flight response change and providing post-launch calibration coefficients updating. FY-3A/MERSI ocean color products consist of the water-leaving reflectance retrieved from an atmospheric correction algorithm, a chlorophyll a concentration (CHL1) and a pigment concentration (PIG1) from global empirical models, the chlorophyll a concentration (CHL2), a total suspended mater concentration (TSM) and the absorption coefficient of CDOM and NAP (YS443) from China’s regional empirical models. The atmospheric correction algorithm based on lookup tables and ocean color components concentration estimation models are described. By comparison with in situ data, the FY-3A/MERSI ocean color products have been validated and preliminary results are presented. Some successful ocean color applications such as algae bloom monitoring and coastal suspended sediment variation have demonstrated the usefulness of FY-3A/MERSI ocean color products.     

分层水体对表层辐照度比影响的蒙特卡罗分析

众多海洋观测数据表明,在真光层深度范围内,海水固有光学特性和光学有效组分的剖面分层分布是广泛存在的,而很多遥感反演模型的建立基于均一分布假设,尤其是在经验模型的建立中,往往只利用某一深度或各深度平均的光学有效组分浓度与水体光谱的统计关系。文章通过模拟平静水面水下光的辐射传输,分别研究了叶绿素、无机悬浮物浓度垂直分布结构对水下辐照度比的影响,并对比了两类分层水体权重函数等效浓度计算式及相应水下辐照度比,结果表明,对于分层水体,透射深度和层化强度是影响等效浓度值计算误差的主要因素,透射越深,表层层化越强,水体层化对水下辐照度比的影响就越大,但其计算误差也越大。Gondon等效浓度计算结果比较接近实际值,而Zaneveld计算式则高估了分层水体的等效浓度值。     

Significant load and green water on deck of offshore units/vessels

In this paper the probability of green water occurrence is investigated by taking into account the threshold of the vertical relative motion exceeding the freeboard. The number of wetting of the unit/vessel is predicted using probabilistic method. This paper compares the significant load, due to shipping of green water with the works of other researchers, and the loads are found to be close with the results presented in this paper. There is no direct relation between the velocities in the waves and the water velocity over the deck. The water velocities around the bow are heavily distributed by the presence of the bow. This scenario makes the flow very complex for schematic modelling.     

基于VMD和WinLSP相结合的GNSS-R海平面高度估测模型

全球导航卫星系统反射（Global Navigation Satellite System-Reflectometry,GNSS-R）技术是一种新兴的监测海平面高度变化的技术。本文依据GNSS-R技术中的信噪比分析法的原理,通过分析其分离趋势项和提取振荡频率的过程,建立了新的估测模型以提高反演精度。针对传统模型存在的信号分离不佳的问题,本文提出使用变分模态分解（Variational Mode Decomposition,VMD）算法替换传统的最小二乘拟合法（Least Squares Fitting, LSF）进行趋势项分量的分离。在此基础上,本文引入基于凯塞窗函数改进的LSP（Lomb-Scargle Periodogram）频谱分析法（记为WinLSP）来减弱因频谱泄露带来的反演误差。在瑞典翁萨拉的GTGU站和美国阿拉斯加州的SC02站开展的海平面高度反演实验结果表明,本文建立的估测模型相比于传统模型具有更高的反演精度。基于VMD+WinLSP估测模型得到的GTGU站反演结果的均方根误差（RMSE）、相关系数和反演点数分别为4.70 cm、0.98和5 647。与传统的LSF+LSP估测模型相比,反演精度和GNSS数据利用率分别提高了约29.7%和15.0%。SC02站的RMSE、相关系数和反演点数分别为14.34 cm、0.99和1 785,反演精度和GNSS数据利用率分别提高了约12.3%和9.4%。     

南黄海绿潮暴发与紫菜养殖的关系

采用现场调查、社会调查和卫星遥感多种手段相结合,调查了南黄海绿潮早期零星漂浮到大面积暴发的时空变化过程,分析了紫菜养殖工艺对绿潮暴发的影响,估算了南黄海不同紫菜养殖区输入海洋的绿潮藻初始生物量,并探讨了主要海域紫菜养殖面积的增长与绿潮暴发的关系。结果表明,受紫菜养殖生产工艺的影响,数以千吨的绿潮藻在短期内被刮落集中输入至海洋,为绿潮的暴发提供了最为直接和充足的绿潮藻初始生物量,其主要来源为竹根沙、蒋家沙和东沙紫菜养殖区。2005年以来,上述3个养殖区的紫菜养殖面积持续扩大,是2007年以来南黄海绿潮持续暴发的主要原因。水温是影响绿潮形成的关键环境因素,4~6月份大量被刮落入海的绿潮藻在适宜环境条件下漂浮和快速生长,并最终形成绿潮。     

海洋产业结构变动对海洋经济效率影响研究

产业结构变动对经济增长影响已经得到了现代经济增长理论的肯定,但是产业结构变动对经济增长效率的影响一直是学术界没有解决的问题。目前中国已经进入了中等收入国家,粗放式增长逐渐结束,集约式增长越来越受到重视。文章基于海洋产业,研究了海洋产业结构变动对经济增长效率的影响,将海洋产业结构变动具体量化,分为海洋产业结构高级化和合理化;其次运用海洋产业全要素生产率来衡量海洋经济增长效率,通过从海洋生产函数中剔除初级要素带来的海洋经济增长效率得出海洋产业全要素生产率;同时计算出海洋产业劳动和资本的生产效率;最后收集了1996—2015年全国沿海11个省、市、自治区的数据,运用混合面板数据模型来研究海洋产业结构高级化和合理化对海洋经济增长效率的影响。研究发现海洋产业结构合理化和高级化对海洋经济增长具有正面影响,对于未来发展海洋经济提出了提高海洋产业技术来提高海洋产业结构优化,从而使得海洋经济发展走上集约式增长之路。     

琼州海峡海口站近岸风暴增水概率风险分析

基于海口站1976~1997年逐时潮位和逐日最大风速资料,利用阿基米德Copula函数构建海口年最大增水与相应日期最大风速的联合概率分布模型。结果表明:1)广义极值分布可作为海口站年最大增水和相应日期最大风速的边缘分布。两个序列之间存在强正相关关系,G-H Copula函数更适用于作为海口站年最大增水和相应日期的最大风速联合概率分布的连接函数。2)两变量联合作用的同频率增水高度设计值与增水的单变量边缘分布设计值之间的相对差值约为7.5%。3)条件概率1(P(Y≥y|X≥x))中同频率的年最大增水和相应风速的遭遇概率介于78.2%~80.9%,条件概率2(P(Y≥y|X≤x))中同频率的年最大增水和相应风速两者的遭遇概率小于4.8%。     

相手蟹属两种蟹类线粒体16SrRNA基因序列的比较

测定了相手蟹属（Sesarma）红螯相手蟹（S．haematocheir）和褶痕相手蟹（S．plicata）线粒体16SrRNA基因部分片段的序列,二者的序列长度相同,均为533bp,且A、T、G、C的含量相似,分别为198bp（37．1％）,206bp（38．6％）,84bp（15．8％）,45bp（8．4％）和200bp（37．5％）,205bp（38．5％）,81bp（15．2％）,47bp（8．8％）;二者的序列有49处差异,其中21个位点为转换、22个位点为颠换和6个缺失／插入位点。进一步对20种相手蟹属蟹类的长度为361bp的16SrRNA基因同源序列进行分析,发现AT的含量为78．6％～82．9％,明显高于GC的含量,且存有91个变异位点。从NJ树和遗传距离来看,在分布于中国的3种相手蟹中,无齿相手型（S．dehaani）和红螯相手蟹的亲缘关系最近（d=0．0151）,而它们与褶痕相手蟹的亲缘关系则较远（d=0．0924／0．09231。分布于中国的相手蟹和分布于北美的相手蟹之间存在着较大的遗传距离（差异）,表明它们之间有着较远的亲缘关系,互为单系起源。     

An Efficient Model for Transient Surface Waves in Both Finite and Infinite Water Depth

A numerical model is developed to simulate fully nonlinear extreme waves in finite and infinite water-depth wave tanks. A semi-mixed Eulerian-Lagrangian formulation is adopted and a higher-order boundary element method in conjunction with an image Green function is used for the fluid domain. The boundary values on the free surface are updated at each time step by a fourth-order Runga-Kutta time-marching scheme at each time step. Input wave characteristics are specified at the upstream boundary by an appropriate wave theory. At the downstream boundary, an artificial damping zone is used to prevent wave reflection back into the computational domain. Using the image Green function in the whole fluid domain, the integrations on the two lateral walls and bottom are excluded. The simulation results on extreme wave elevations in finite and infinite water-depths are compared with experimental results and second-order analytical solutions respectively. The wave kinematics is also discussed in the present study.