对虾暴发病的实验室生态学研究

于１９９４,１９９５年在实验室条件下探讨了溶藻弧菌、副溶血弧菌、和非－０１霍乱弧菌的单一菌株与对虾病毒感染的关系;在此基础上,进一步探讨了２３．５￣２５℃和２９．５￣３１℃温度条件下用病虾匀浆感染时,实验水体中细菌数量、弧菌数量的消长情况及其与对虾感染病毒的关系。结果表明,３种弧菌单独感染均可使对虾致病,但在与对虾病毒匀浆共同感染时,感染结果有较大差异,其中溶藻弧菌与对虾病虾匀浆的共同感染结果比单     

厦门同安西柯对虾养殖池的细菌数量动态

本文研究了对虾养成期间养殖池生态系中细菌的数量动态,探讨其变化规律与虾病的关系。结果表明,总细菌、弧菌和发光细菌在水体、底质和虾体中的数量变化各异。在水体各菌数与其环境因子的关系中,除了总菌数与COD存在着正相关外,其它的不存在相关性。虾体的总细菌、弧菌和发光细菌的数量（以细胞计）可以用来预报虾病,三者的阅值分别为107个　／g（湿重）、105个／g（湿重）和104介／g（湿重）。通过对对虾的细菌学跟踪监测,可以及时采取有效的应急防治措施。     

对虾红肢病发病机制的研究

１９９０－１９９３年试验使用副溶血弧菌及溶藻弧菌感染获得成功。在试验过程中发现，环境及对虾体质对驿虾感染死亡率影响甚大，恶劣环境中的死亡率比优良环境中的死亡率出８３．３％；体质差的对虾感染的后的２４ｈ死亡率是正常对虾的２．５－３倍。为此，在对虾虾养殖生产中除应注意消灭病原菌外，还应注意优化养殖环境与增强对虾体质的问题。     

两种水质处理方式对养虾池内弧菌数量变化的影响

在两个对虾养殖场，采用不同的水质处理方式养殖凡纳滨对虾（Lhopenaeus vannamei，俗称南美白对虾），并对池内及其附近海域的弧菌数量、水化因子进行跟踪监测．结果表明使用有益微生物制剂处理水质的两口养殖池弧菌数量明显减少，弧菌细胞密度均值分别为535、918个／cm^3，对虾生长正常，水质稳定．另一使用消毒剂处理水质的养殖场弧菌数量较高，两口监测池的弧菌细胞密度均值分别达到373l、4182个／cm^3，且水色变化较大，对虾出现体色异常现象．     

大亚湾和厦门港水域的嗜盐弧菌

报道厦门港水域7个站位和大亚湾9个站位嗜盐弧菌的数量分布特征、种类组成及其季节变化.采用“MPN”法进行弧菌计数,以TCBS进行弧菌分离以及采用API20E标准系列进行弧菌种的鉴定.结果表明,大亚湾海水中弧菌测值范围为1.48～5.38lg(个/dm3),平均菌数为3.90lg(个/dm3).厦门港测值范围为2.36～5.38lg(个/dm3),平均菌数为3.89lg(个/dm3).弧菌数量随温度发生明显的季节变化,夏季菌数多,冬季菌数少.出现于两港湾的主要弧菌种有溶藻弧菌、副溶血弧菌、河弧菌、创伤弧菌、模拟弧菌和麦氏弧菌,溶藻弧菌为优势种.     

斑节对虾病原菌胞外产物的致病性研究

由养殖濒死病虾体内分离的副溶血弧菌(2019#)、溶藻弧菌(4302#)和嗜水气单胞菌(1003#)培养液中分别提取了胞外产物,测定了酶成分,定量分析了蛋白酶及磷酸酯酶的活性.用细菌胞外产物粗提液对斑节对虾进行致死试验,戊二醛固定致死对虾的肝组织,电镜观察了斑节对虾肝组织的超微病变,初步探讨了三株细菌胞外产物诱发虾病的病理.     

厦门同西安柯对虾养殖池的细菌数量动态

本文研究了对虾养成期间养殖池生态系中细菌的数量动态,探讨其变化规律与虾病的关系。结果表明,总细菌、弧菌和发光细菌在水体、底质和虾体中的数量变化各异。在水体各菌数与其环境因子关系中,除了总菌数与ＣＯＤ存在着正相关外,其它的不存在相关性。虾体的总细菌、弧菌和发光细菌的数量（以细胞计）可以用来预报虾病,三者的阀值分别８为１０＾７个ｇ／（湿重）１０＾５个ｇ／（湿重）和１０＾４个ｇ／（湿重）。通过对对虾的细     

四种弧菌对中国对虾的致病性研究

１９９５年８月－１９９６年４月,采用注射感染、浸浴感染、创伤感染和投喂感染比较溶藻弧菌、副溶血弧菌、鳗弧菌、弗尼斯弧菌及其胞外产物对中国对虾的致病性,测定它们的半致死浓度,观察弧菌感染引起的病理组织变化。结果表明,注射感染中,溶藻弧菌、副溶血弧菌、鳗弧菌和弗尼斯弧菌２４小时的半致死浓度（ＬＤ５０）分别是１．２×１０＾６,６．５×１０＾７,４．０×１０＾８,６．８×１０＾９（ＣＦＵ／ｍｌ）;４８小时     

水产动物致病性副溶血弧菌双重PCR 检测方法的研究

副溶血弧菌(Vibrio parahaemolyticus)是多种水产养殖动物的主要病原菌,尤其是可引起凡纳滨对虾幼虾呈毁灭性死亡。本研究基于gyrB和toxR两种基因序列设计2对特异性引物,建立一种副溶血弧菌快速、准确的双重PCR检测方法,扩增目的片段大小分别为285 bp和368 bp。结果表明在同一PCR反应体系中副溶血弧菌可同时扩增大小分别为285 bp和368 bp的2种基因片段,两种引物对4种其他水产动物病原菌无交叉反应;敏感性检测结果显示,该双重PCR最低能检测8.867 2×103 CFU/mL菌体浓度的副溶血弧菌,对副溶血弧菌模板DNA的检出极限为0.029 3 mg/L;对发病中国对虾糠虾幼体、水产品及虾池养殖用水进行双重PCR检测,呈阳性反应的样品可分离出优势生长的副溶血弧菌。该实验所建立的基于gyrB和toxR两种基因的双重PCR检测方法可用于副溶血弧菌引起的水产动物疾病的快速诊断及分子流行病学的调查研究。     

辽宁沿海中国对虾常见病多发病病原菌及防治

现将辽宁省沿海地区中国对虾常见病、多发病病原菌及其防治技术的研究结果简报如下。１丹东地区１·１常见病、多发病以黄鳃病为主，有时也出现红腿病、黑鳃病、烂鳃病等。该区养虾的水质良好，对虾人工养殖也有一定基础，但在１９８７～１９８８年，东沟县１０００００亩虾池发病面积达８５％以上，减产率占７０％左右，对虾的绝产面积达７０００多亩。ｌ．２病原菌黄鳃病的病原菌（９１Ｉ０，９１Ａ０，Ｐ０－１）都为端生单鞭毛弧菌，经细菌学鉴定后．定名为鳗弧菌（Ｖｉｂｒｏａｎｇｕｉｌｌａｒｕｍ）（图１），经电镜观察，认为对虾黄…     

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.