共查询到20条相似文献，搜索用时 46 毫秒
1.
The detailed reconstruction of the directional spectrum of wind waves from measurements of the wave field is an essential requirement for several applications, including the numerical modeling of wave evolution. Three reconstruction techniques that provide estimates of the directional distribution function D(f,θ), given the one-dimensional frequency spectrum, are compared using data from a coastal locality at the southern Brazilian coast. The techniques are the maximum entropy method (MEM), the Fourier Expansion Method using a cos2 type function (FEMcos) and the Fourier Expansion Method using a sech type function (FEMsech). The main patterns of the wave climate at the study site are qualitatively assessed. Three main sea states, including swell, transition between local sea and swell, and directionally bimodal wind sea, are identified. Time series from three events associated with the main sea states provide test cases for inter comparison of the three reconstruction techniques. Maximum entropy estimates of D(f,θ) provide results that are more consistent than those obtained from the two FEM techniques in all cases considered. 相似文献
2.
Distribution of wave crests in a non-Gaussian sea 总被引：2，自引：0，他引：2
The sea elevation at a fixed point is modelled as a quadratic form of a vector valued Gaussian process with arbitrary mean. With this model, saddlepoint methods are used to approximate the mean upcrossing intensity with which the sea level crosses upwards at a certain height. This estimated intensity is further used to determine the probability distribution of wave crests. The use of saddlepoint technique is particularly important here because it can approximate the crest distribution without the need to perform simulations or use fitted distributions. Several numerical examples are given, including two with measured data. In the cases of real data, the results obtained with the saddlepoint technique are also compared with the results obtained with well known methods commonly used in the industry. 相似文献
3.
澳洲管体星虫(Siphonosoma australe)是海南当地极具特色的星虫资源, 经济价值高。近年来该资源急剧衰竭, 开展星虫资源恢复与保护十分重要。文章对海南澳洲管体星虫卵细胞的显微与超微结构进行研究。结果显示: 1) 卵细胞发育经历4个阶段: 生长前期, 体腔液中大量光滑的凹饼状红细胞出现表面凹凸不平的褶皱(直径小于30μm), 暗示这些红细胞是卵原细胞; 生长后期, 30~40μm的卵细胞表面褶皱消失, 变成光滑的圆厚饼状, 并出现厚度1μm的卵黄膜, 卵黄颗粒开始积累; 成熟前期, 卵细胞球状, 直径60~120μm, 卵黄膜增厚至5~11μm, 卵黄颗粒增多, 细胞核增大, 部分染色质形成高电子密度的团块散布于核内; 成熟后期, 直径120μm, 卵黄膜厚11~12μm, 卵黄颗粒充满整个卵细胞, 膜孔外露于膜表层。2) 成熟期澳洲管体星虫卵黄膜仅分为两层: 有一定厚度的均质内层和多层重叠膜结构组成的外层, 同时外层上覆盖有粒状突。膜孔结构简单, 主要是膜凹陷折叠形成。3) 卵黄颗粒分为Ⅰ型和Ⅱ型, 其发生途径主要由线粒体、内质网、高尔基体和溶酶体等细胞器演变而成, 亦可由卵母细胞吞饮而成。最为常见的是高尔基体包裹形成的Ⅱ型卵黄颗粒。4) 海南文昌海域澳洲管体星虫的繁殖季节为4—8月, 其中5—7月是繁殖高峰期。3月初卵母细胞开始出现, 4—8月成熟卵细胞在体腔中保持一定密度, 9月份卵细胞密度降至极低, 10月份后消失。澳洲管体星虫作为一种新的具有热带特色的水产种质资源, 其卵细胞发育及生殖周期研究将极大推动其繁育及保护的相关技术探索。 相似文献
4.
从西太平洋深海热液沉积物来源的镰刀菌SCSIO 06196中分离鉴定了6个色原酮类化合物(1~6), 通过核磁共振光谱、质谱及旋光等多种分析测试方法确定了色原酮类化合物的结构。抗病毒活性筛选发现, 化合物1~3展示出显著的抗肠道病毒EV-71活性, IC50分别达到26.7μmol•L-1、19.8μmol•L-1和22.0μmol•L-1 (阳性对照药物利巴韦林为177μmol•L-1)。此外, 化合物1还显示出弱的抗流感病毒H3N2活性, IC50为8.6μmol•L-1 (阳性对照药物达菲为18.5nmol•L-1)。 相似文献
5.
The stable isotope stratigraphy of Planulina wüllerstorfi in three box cores from Ontong Java Plateau in the western equatorial Pacific shows that there existed a bathyal thermocline near the depth of 2000 m during glacial time. Waters below the boundary were colder by about 1°C, those above were about the same as now. The deep waters were slightly enriched and the upper waters depleted in nutrients, compared with present values. The differences in δ13C to the present (after correcting for the global change) are of the order of 0.1‰ more positive (above 2000 m) and 0.1‰ more negative (below), corresponding to changes in phosphate of the order of 0.1 μmol/kg (less phosphate above, and more below the boundary). 相似文献
6.
Arvid Naess 《Ocean Engineering》1983,10(5):313-324
A general method for investigating the extreme values of certain types of stochastic processes is described through the study of Morison-type wave loading on piles. By using this method, previously published results concerning the level upcrossing frequency of the Morison-type loading function are rederived. Further, the expected largest value of the loading function during a given time interval has been calculated. 相似文献
7.
- In this paper, using the theory of stochastic analysis of the response to earthquake load, a stochastic analysis method of the response of piled platforms to earthquake load has been established. In the method, the strong ground motion is considered as three dimensional stationary white noise process and the pile-soil interaction and water-structure interaction are considered. The stochastic response of a typical platform to eqrthquake load has been computed with this method and the results compared with those obtained with the response spectrum analysis method. The comparison shows that the stochastic analysis method of the response of piled platforms to earthquake load is suitable for this kind of analysis. 相似文献
8.
本文分析了福建省平潭近海海域2013—2019年水文、水质及气象数据的主成分结果, 筛选出5个气象因子和4个水质因子作为输入指标, 以藻密度为输出指标, 分别演算了KNN (K-nearest neighbor)、RF (random forest)、GBRT (gradient-boosted regression Trees)以及Bagging (bootstrap aggregating)4种赤潮预警回归模型。对2013—2019年的802 组海洋监测数据归一化处理后, 随机选取80%的数据作为模型的训练样本, 剩余的20%作为模型验证数据。其中, 以风速、气温、海平面气压、叶绿素a浓度组合为输入指标时, KNN回归模型演算结果的精度较高(R2=0.624, RMSE=0.821μg·L-1, MAE=0.836μg·L-1)。在没有叶绿素a浓度监测指标的海域, 构建了以叶绿素a浓度为输出指标, 气温、日照、风速、AOI(apparent oxygen increase)组合为输入指标的BP神经网络赤潮模型, 该模型也具有较好的预警精度(R2=0.651, RMSE=0.062μg·L-1, MAE=0.033μg·L-1)。本研究结果可为平潭海域的赤潮预警研究提供参考。 相似文献
9.
The paper describes a novel approach to the problem of estimating the extreme response statistics of a drag-dominated offshore structure exhibiting a pronounced dynamic behaviour when subjected to harsh weather conditions. It is shown that the key quantity for extreme response prediction is the mean upcrossing rate function, which can be simply extracted from simulated response time histories. A commonly adopted practice for obtaining adequate extremes for design purposes requires the execution of 20 or more 3-h time domain analyses for several extreme sea states. For early phase considerations, it would be convenient if extremes of a reasonable accuracy could be obtained based on shorter and fewer simulations. The aim of the work reported in the present paper has therefore been to develop specific methods which make it possible to extract the necessary information about the extreme response from relatively short time histories.The method proposed in this paper opens up the possibility to predict simply and efficiently both short-term and long-term extreme response statistics. The results presented are based on extensive simulation results for the Kvitebjørn jacket structure, in operation on the Norwegian Continental Shelf. Specifically, deck response time histories for different sea states simulated from an MDOF model were used as the basis for our analyses. 相似文献
10.
《中国海洋工程》2021,(4)
In connection with the design of floating wind turbines, stochastic dynamic analysis is a critical task considering nonlinear wind and wave forces. To study the random structural responses of a newly designed submerged tension leg platform(STLP) wind turbine, a set of dynamic simulations and comparison analysis with the MIT/NREL TLP wind turbine are carried out. The signal filter method is used to evaluate the mean and standard deviations of the structural response. Furthermore, the extreme responses are estimated by using the mean upcrossing rate method. The fatigue damages for blade root, tower, and mooring line are also studied according to the simulated time-series. The results and comparison analysis show that the STLP gives small surge and pitch motions and mooring line tensions in operational sea states due to the small water-plane area. Additionally, in severe sea states, the STLP gives lower extreme values of platform pitch, slightly larger surge and heave motions and better towerbase and mooring line fatigue performances than those of the MIT/NREL TLP. It is found that the STLP wind turbine has good performances in structural responses and could be a potential type for exploiting the wind resources located in deep waters. 相似文献
11.
Kinematics of extreme waves in deep water 总被引：2，自引：0，他引：2
The velocity profiles under crest of a total of 62 different steep wave events in deep water are measured in laboratory using particle image velocimetry. The waves take place in the leading unsteady part of a wave train, focusing wave fields and random wave series. Complementary fully nonlinear theoretical/numerical wave computations are performed. The experimental velocities have been put on a nondimensional form in the following way: from the wave record (at a fixed point) the (local) trough-to-trough period, TTT and the maximal elevation above mean water level, ηm of an individual steep wave event are identified. The local wavenumber, k and an estimate of the wave slope, ε are evaluated from ω2/(gk)=1+ε2,
where ω=2π/TTT and g denotes the acceleration of gravity. A reference fluid velocity,
is then defined. Deep water waves with a fluid velocity up to 75% of the estimated wave speed are measured. The corresponding kηm is 0.62. A strong collapse of the nondimensional experimental velocity profiles is found. This is also true with the fully nonlinear computations of transient waves. There is excellent agreement between the present measurements and previously published Laser Doppler Anemometry data. A surprising result, obtained by comparison, is that the nondimensional experimental velocities fit with the exponential profile, i.e. eky, y the vertical coordinate, with y=0 in the mean water level. 相似文献
12.
A method for stochastic fatigue analysis of offshore platforms is presented. The method accounts for the nonlinearity in the drag loading term, and for the systematic deviation from a Gaussian process for a platform response. The method is based on an assumed form of the stress response process at a hot spot. A number of full scale measurements for elements in fixed platforms and for marine risers show very good agreement with this assumed form. A conventional spectral fatigue approach with stochastic linearization of the drag term in the basis for the new method, which uses results from linearizations in two or more sea states. The method is easily implemented in standard computer programs presently used within the offshore oil industry for fatigue analysis. 相似文献
13.
For evaluation of the permanent deformation of a sea embankment under stochastic earthquake excitation, a robust dynamic risk analytical method is presented based on conventional permanent deformation analysis and stochastic seismic response analysis. This method can predict not only the mean value of maximum permanent deformation but also the reliability corresponding to different deformation control standards. The earthquake motion is modelled as a stationary Gaussian filtered white noise random process. The predicted average maximum horizontal permanent displacement is in agreement with the conventional result. Further studied are the reliability of permanent deformation due to stochastic wave details at one seismic motion level and the risk of permanent deformation due to stochastic seismic strength, i. e., the maximum acceleration in a long period. Therefore, it is possible to make the optimal design in terms of safety and economy according to the importance of a sea embankment. It is suggested tha 相似文献
14.
海洋中光后向散射系数的变化包含了浮游植物生物量的信息, 可应用于卫星遥感和光学剖面观测平台获取海洋中大时空尺度-高分辨率剖面的浮游植物生物量变化特征。本文选取了琼东上升流影响下生物—光学变异性较为显著的海域, 基于2013年航次实测数据, 建立了颗粒物后向散射系数(bbp)与叶绿素a浓度(Chl a)间的区域性关系模型。模型假定颗粒物后向散射系数由不随叶绿素浓度变化的固定背景值, 以及较大粒级(>2μm)和pico级(微微型, <2μm)两类浮游植物的后向散射贡献累加所得。采集的数据集进行了模型检验, 结果表明, 模型能很好地模拟琼东海域水体的bbp与Chl a间的变化趋势, 性能优于常用的幂函数关系模型, 尤其在低叶绿素浓度范围, 很好地解决幂函数显著低估的现象; 琼东海域的bbp和Chl a关系存在显著的水层变化, 底层后向散射固定背景值显著高于上层水体背景值, 表明底层受上升流的影响, 水体中不随Chl a共变的颗粒物浓度增大, 其后向散射相应增强; 叶绿素最大层的后向散射固定背景值显著低于上层其他水体的固定背景值, 后向散射固定背景值的贡献百分比约为21%~35%; 随着叶绿素浓度增大, 较大粒级的浮游植物对颗粒物后向散射系数的贡献也显著增大, 可达到50%以上, pico级浮游植物贡献稳定在40%附近。本研究的结果将为琼东海域浮游植物生物量的光学遥感、生物地球化学过程研究提供更为精确的区域性模型和基础支撑数据。 相似文献
15.
In this paper,the analysis method of stochastic response of piled offshore platform excited bystationary filtered white noise is presented.With this method,the strong ground motion is considered asthree direction stationary filtered white noise process,the theoretic solutions of three special integrationequations are derived with the residue theorem,and the expression of response nodal displacements andmember forces of offshore platform excited by the stationary filtered white noise is put forward.Thestochastic response of a piled offshore platform excited by the stationary filtered white noise,which is lo-cated 114.3m in water depth,is computed.The results are compared with those obtained with the re-sponse spectrum analysis method and the stationary white noise model analysis method,and the corre-sponding conclusion is drawn. 相似文献
16.
具有随机起伏表面的正声速梯度浅海中的平均声强 总被引：1，自引：0，他引：1
近年来很多的实验指出,正声速梯度浅海中声强的平均衰减规律与海面的不平整度,声波的频率,相对声速梯度的大小,发射深度与接收深度等因素有着密切的联系.本文的目的在于寻找这种联系的数学表式.我们采用文献[1]所发展的平均法来求其平均声强. 相似文献
17.
Burial rates of organic matter along the eastern Canadian margin and stable isotope constraints on its origin and diagenetic evolution 总被引：3，自引：0，他引：3
Organic carbon (OC) and nitrogen (N) contents and δ13C and δ15N values in total organic matter (OM) were measured in sub-surface sediments (0–30 cm sub-bottom) from 21 cores raised from the Laurentian Channel of the Gulf of St. Lawrence and the Labrador Sea, to document OM fluxes and storage along the eastern Canadian margin. Storage rates as high as 2.5 g m−2 yr−1 for OC and 0.2 g m−2 yr−1 for N are observed in the Laurentian Channel, suggesting that the shelf plays a significant role in terms of OM storage (from 1 to 2% of the primary production). Based on the isotopic composition of the essentially marine OM of the Labrador Sea (δ13C/V-PDB=−21.9±0.4‰; δ15N/AIR=7.6±0.6‰; n=12), there is no isotopic evidence for a significant relative input of terrestrial OM along the Laurentian Channel (δ13C/V-PDB=−21.9±0.4‰; δ15N/AIR=8.0±0.9‰; n=10), either due to high relative fluxes of marine OM and/or to the trapping of continental OM in the estuary and upstream. High storage rates of OM are also observed on the continental rise of the Labrador Sea (as high as 1.1 g C m−2 yr−1 and 0.09 g N m−2 yr−1). They contrast with one order of magnitude lower rates on the slope, due to low sedimentation rates (SR) and sediment winnowing by the Western Boundary Undercurrent (WBUC). Reduced early diagenetic alteration of OM is observed, particularly in the Laurentian Channel. It results in discrete (i) losses of OC and N, (ii) shifts in C/N ratios, suggesting preferential removal of N-bearing OM also highlighted by losses in total hydrolysable amino acids (HAA). In the Labrador Sea slope records, due to low SR, OM concentration changes linked to long term temporal variations may superimpose on these diagenetic trends, and some influence of the WBUC is noticeable. 相似文献
18.
海表二氧化碳分压(pCO2)是指海洋表层水和大气之间的二氧化碳(CO2)交换处于动态平衡时CO2的含量, 是描述海-气CO2交换的一个主要因子。本文利用2008—2014年覆盖南海大部分海域的海表pCO2观测资料, 结合现场海表温度和海表盐度以及卫星观测的叶绿素a数据, 构建了基于多元线性回归方法的分区域反演模型。模型在水深浅于30m的区域均方根误差为5.3μatm, 其余海区均方根误差为10.8μatm, 与前人基于个别航次的有限区域反演结果的均方根误差相当。利用该模型公式和HYbrid Coordinate Ocean Model(HYCOM)再分析海表温、盐数据及MODIS-Aqua卫星观测的叶绿素a数据进行反演, 得到了时空分辨率为5'×5'的2004—2016年的逐月南海海表pCO2数据。该数据能较好地反映南海海表pCO2在海表温度影响下, 春夏高、秋冬低的季节变化特征, 与前人基于航次观测的研究结果相似, 表明反演模型具有较高的可信度。进一步分析发现, 南海及邻近海域平均海表pCO2具有显著的准十年振荡特征: 2012年附近出现了极小值, 之前表现为降低的趋势, 之后略有升高的趋势。受海表pCO2的影响, 南海海盆平均海-气CO2通量在2012年之前出现了显著降低的趋势, 表明南海释放到大气中的CO2减少, 并在2007年之后的冬季出现了负值(从碳源变为碳汇), 2012年之后变化较为平缓。热带太平洋年代际振荡引起的南海区域海表盐度变化是造成海表pCO2及海-气CO2通量准十年变化的主要原因。分区分析的结果表明, 南海北部海表pCO2变化最为显著, 在南海海表pCO2的季节和准十年变化中都起到非常重要的作用。 相似文献
19.
In as tationary stochastic process the wave-length and amplitude are defined as the difference in time and height between a crest and the following trough. The distributions of these quantities are of great practical importance, but no closed form expressions are known at present. In previous papers we have presented an approximation which gives correct upper and lower bounds, regardless of the covariance structure under Gaussian assumptions. In this paper the suggested approximations are compared to two simpler approximations, one due to Cavanié et al. (1976) based on a cosine process and a new one, derived by replacing the model process by its regression curve. 相似文献
20.
The dynamic response of offshore platforms is more serious in hostile sea environment than inshallow sea.In this paper,a hybrid solution combined with analytical and numerical method is proposedto compute the stochastic response of fixed offshore platforms to random waves,considering wave-struc-ture interaction and non-linear drag force.The simulation program includes two steps:the first step is theeigenanalysis aspects associated the structure and the second step is response estimation based on spectralequations.The eigenanalysis could be done through conventional finite element method conveniently andits natural frequency and mode shapes obtained.In the second part of the process,the solution of theoffshore structural response is obtained by iteration of a series of coupled spectral equations.Consideringthe third-order term in the drag force,the evaluation of the three-fold convolution should be demanded fornonlinear stochastic response analysis.To demonstrate this method,a numerical analysis is carrie 相似文献