基于元胞自动机的6因子海洋溢油模型

本文采用三维元胞自动机模型,对风流、水流等水平方向的影响系数进行了改进,另外考虑了蒸发、垂直扩散等垂直方向的影响,以及岸边附着、溶解等因子,并且引入乳化含水率将乳化因子进行实际量化,构建了6因子海洋溢油模型。并以“DeepSpill”的溢油试验为基础进行了模拟,Kappa系数达到0.902,模拟结果与实际具有极好的一致性。     

渤海海上溢油漂移扩散数值模拟研究

近几年渤海海上溢油突发事件频发,对海洋环境造成严重的污染。本文将业务化气象数值模型(Weather Research and Forecast model,WRF)、海流数值模型(Regional Ocean Model System,ROMS)的数值预报结果作为海洋环境驱动场,采用"油粒子"的海上溢油漂移扩散数值模拟方法,对在渤海发生的溢油扩散行为进行模拟预测。本文针对渤海溢油事件,设计敏感试验,研究不同风、流系数和网格分辨率对溢油扩散模拟结果的影响,获得适合于渤海的溢油数值模型参数,提高溢油漂移扩散预报的准确度,为海洋溢油应急处置和防灾减灾提供技术支持。     

墨西哥湾溢油事故模拟研究

溢油事故会对海洋、湿地和河口的生物造成严重危害。为了降低石油泄漏事故的危害,促进清理工作的顺利进行,需要了解油膜的运动路径和扩散范围,结合流、风等信息对油污的漂移进行预测。本文主要工作是利用NOAA的GNOME(General NOAA Operational Modeling Environment)溢油模型,对墨西哥湾"深海地平线"溢油事故在2010年5月8日~11日的溢油情况进行了溢油轨迹的模拟。模拟过程中,采用GOM HYCOM模式计算的流场数据和NECP的CFSR(Climate Forecast System Reanalysis)风场数据作为GNOME模型的驱动数据。并将模拟结果与卫星观测资料进行了对比验证,结果表明GNOME模拟的溢油轨迹与卫星应急信息中心网站(Center for Satellite Based Crisis Information)提供的油污覆盖卫星图相符性良好。并研究了流场的不确定性对溢油轨迹模拟结果的影响。     

蓬莱19-3 油田事故溢油数值模拟

利用FVCOM(Finite-volume coastal ocean numerical model)数值模型和MM5风场预报模式,在对渤海海域水动力场进行数值模拟的基础上,基于"油粒子"的欧拉-拉格朗日跟踪法和随机走动原理,并考虑风对溢油油膜漂移扩散的直接作用,建立了海洋溢油油膜漂移轨迹和扩散的数值预测模型。利用建立的模型对2011年6月蓬莱19-3油田事故溢油进行了数值模拟,模拟结果与RADARSAT卫星遥感监测数据相吻合。研究结果表明:在渤海中部地区夏季事故溢油模拟预测中,风漂移因子取0.024最为合理,模型可用于渤海蓬莱19-3油田附近事故溢油轨迹和扩散的快速预报,从而为该区域的溢油事故应急响应提供科学依据。     

海上溢油油膜厚度实验室模拟和理论模型对比研究

溢油量是衡量溢油规模的关键指标,是处理溢油事故的重要依据。油膜厚度是确定溢油量的基本前提,是一个尚未解决的国际难题。实验室中模拟了不同阶段和不同环境条件下扩展油膜的厚度变化特征。结果表明,实验室模拟与理论模型分析具有基本一致的变化趋势,扩展速度与扩展时间成反比;温度是影响油膜厚度的重要因素,相同条件下,温度越高,油膜厚度越小;海水盐度会影响溢油扩展,但这种影响并未延伸到对油膜厚度的控制上。由于实验室模拟限定在平静海面条件下,并未考虑风和海流等扩展中不容忽视的因素,故与理论构建模型相比系数相差较大。通过对比分析,前期构建的理论模型更能准确地反映海洋溢油的实际情况,加之在实例验证中的较高准确性,该模型具有业务化实施和广泛推广的潜力。     

渤海海域溢油应急预测预警系统研究Ⅰ.海洋动力要素预测技术研究

采用“油粒子”模型,模拟溢油在海洋中的漂移扩散运动,将海流、波浪和风场的模拟结果作为溢油漂移计算的外强迫,来驱动溢油漂移模型,计算其漂移路径.把计算的溢油漂移结果与地理信息系统等平台相结合,建立了渤海海域应急预测预警系统.本文作为该系统研制中的一部分,主要介绍了海流数值计算模型、波浪数值计算模型、风场数值计算模型和溢油...     

水下溢油数值模拟研究

基于Lagrange积分法和Lagrange粒子追踪法建立了一个水下溢油数值模型。该溢油模型由两个子模型组成:羽流动力模型和对流扩散模型,其中羽流动力模型用以模拟溢油的喷发阶段和浮力羽流阶段;对流扩散模型用以模拟溢油的对流扩散阶段。通过数值实验,结合实验室水槽实验和水下溢油现场实验的观测资料进行模型验证。实验结果表明,模拟结果与观测资料一致性较好,从而验证了本文溢油模型的合理性和准确性;羽流动力模型为对流扩散模型提供源,海流、海水的垂向密度结构和油滴的直径分布是影响溢油在对流扩散阶段运动和分布的主要因素。     

环境因子对４种溢油分散剂乳化性能的影响

文章以４种溢油分散剂为研究对象,以１０ｍｉｎ乳化率为观察指标,在实验室条件下依据国家标准,评价了４ 种溢油分散剂的乳化性能,以及温度、盐度、剂油比等环境因素对乳化稳定性能的影响。结果表明,温度显著影响４种溢油分散剂的稳定性能;盐度对４种溢油分散剂稳定性能的影响较小;不同比例的溢油分散剂加入对溢油分散剂稳定性能的影响变化较大。与溢油事故现场相关的实验研究还需要进一步开展。     

渤海溢油数值预报研究

以溢油漂移扩散模式为核心,采用"油粒子"方法来模拟溢油在海洋环境中的漂移扩散行为,与业务化渤海三维海洋数值预报模式、中尺度海洋风场数值预报模式相衔接,获得海流、海面风场等海洋环境预报产品作为溢油模式的外强迫,建立了渤海溢油数值预报系统.本文简要介绍了该系统的组成、运行机制和模拟试验情况,并讨论了建立我国全海域溢油预报系统的有关问题.     

海面水包油乳化液溢油量等效估算方法研究

激光诱导荧光(LIF)是一种主动光学探测技术,该技术已在海面未乳化溢油油种鉴别及油膜厚度评估方面取得了一定的研究成果,但乳化溢油的监测理论基础和探测方法尚未成熟。溢油乳化物的量化会直接影响溢油污染的应急处理和灾害评估,但目前对溢油乳化液溢油量的计算尚未有研究报道。本文以水包油乳化液为研究对象,基于等效思想,根据油量相等建立了水包油乳化液与油膜的荧光检测等效模型,并依据光的辐射传输机理推导出等效油膜厚度的估算公式,最后采用仿真实例对估算方法的适用性和有效性进行了验证。实验结果表明,当水包油乳化液含油率小于12×10^-6,厚度小于5.98 cm时,利用所提出的等效方法能有效计算出水包油实际溢油厚度。该方法可为海面乳化溢油量的估算提供一种创新性的方法,具有良好的借鉴意义和实际应用价值。     

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.