对虾养殖生态系有机质含量及其不同测定方法的数值比较

对５个对虾养殖围隔生态系有机质含量及其不同测定方法所得结果进行了比较研究。结果表明：有机质总量波动在７．５６￣１９．７６ｍｇ．Ｌ＾－１（ＴＣＯ）或４．７６￣６．２５ｍｇ．Ｌ＾－１（ＣＯＤ）,平均为１３．０５±２．８５ｍｇ．Ｌ＾－１（ＴＯＣ）或５．５２±０．４０ｍｇ．Ｌ＾－１（ＣＯＤ）。总有机质中,溶解有机质所占比例为７６％（ＤＯＣ／ＴＯＣ）或８２％（ＤＣＯＤ／ＣＯＤ）;溶解有机质与颗粒有机质的比例     

用QSAR法研究有机磷农药对海洋扁藻的构效关系

１９９７年３月,利用ＱＳＡＲ构效关系分析方法和计算模拟手段,对中国洞海地区常用的１１种有机磷农药对海洋五心形扁藻拦数抑制浓度进行研究。建立有机磷农药对海洋扁藻致毒效应的ＱＳＡＲ模型;ｌｇ（１／ＥＣ５０）＝０．１９３ｌｇＰ－０．０８（ｌｇＰ）＾２＋１．１０σ３＋０．２９２＾１Ｘ－０．１６４（ｎ＝１１,Ｓ＝２０,Ｒ＝０．９６９６）;ｌｇ（１／ＥＣ５０＿＝０．１９１ｌｇＰ－０．０９（ｌｇＰ）＾２＋１．０     

四种植物生长激素对海带雌配子体克隆生长发育的影响

以海带（Ｌａｍｉｎａｒｉａｊａｐｏｎｉｃａ）雌配子体克隆ＬＨ１０品系为材料,用４种植物生长激素：三十烷醇（ＴＡ）、２,４－二氯苯氧乙酸（２,４－Ｄ）、吲哚乙酸（ＩＡＡ）和腐植酸钠加以处理,对其生长发育进行了研究。结果表明,它们的最佳生长浓度分别为：ＴＡ,０．０１ｍｇ／Ｌ;２,４－Ｄ０．５ｍｇ／Ｌ;ＩＡＡ,０．５ｍｇ／Ｌ;腐植酸钠,０．５ｍｇ／Ｌ;最佳发育浓度分别为：ＴＡ,０．０１ｍｇ／Ｌ;２,４－Ｄ,１ｍｇ／Ｌ;ＩＡＡ,０．１ｍｇＬ－１;腐植酸钠,０．０５ｍｇ／Ｌ。该研究为加速配子体克隆的生长发育和育苗应用提供了实验依据     

鲢鱼幼鱼对盐、碱耐受性的研究

利用盐碱地区氯化物型地下水进行了鲢鱼幼鱼（Ｌ＝５．４～８．２ｃｍ）对盐度（ｐＨ＝８．６０±０．１８）、碱度（ｐＨ＝８．７４±０．３４）及盐碱混合的急性毒性试验。研究结果表明：鲢鱼幼鱼对盐度的２４、４８、７２和９６ｈ的半致死浓度（ＬＣ５０）分别为：１１．２,９．０,８．６和８．２ｇ·Ｌ－１;对碱度的相应ＬＣ５０值分别为５１．４、２７．１、２３．７和１５．７ｍｍｏｌ·Ｌ－１。盐碱混合的正交试验表明盐度和碱度在致毒过程中作用显著;２４ｈＬＣ５０碱度（Ａｌｋ,ｍｍｏｌ·Ｌ－１）及盐度（Ｓ,ｇ·Ｌ－１）的关系为：Ａｌｋ＝３４．１７－１．７８Ｓ。     

东风盐场卤水中可溶性糖的研究：Ⅰ.盐田卤水中可溶性糖的季节变化及 …

对东风盐９个站卤水中由藻类植物产生可溶性糖浓度的变化规律及其与海盐产量和质量之间的关系进行了研究。结果表明，各站位可溶性糖含量的变化范围为０．７－１２４．３ｍｌ／Ｌ，以６月份最高，２月份最低；卤水中溶性糖在１１１ｍｇ／Ｌ－２１５ｍｇ／Ｌ范围内。     

半连续培养氮磷浓度、更新率对三角褐指藻采收量的影响

采用均匀设计,在室温下研究了半连续培养中氮、磷浓度,更新率对三角褐指藻采收量的动态变化关系。结果显示,对１６ｄ更新期,氮、磷浓度分别在０．５～３５．９ｍｇ／Ｌ和０．３～１２．１ｍｇ／Ｌ范围对采收量无影响,但氮浓度在８ｄ前宜用０．５ｍｇ／Ｌ。更新率增加,藻浓度下降,藻生长率增长。据１６ｄ方程,最适更新率为１８．２％,每ｍｌ培养体积日采收量可达６６７０００细胞。     

异硫氰酸苄酯(BITC)防污损效果研究──对3种海洋细菌的抑菌作用

异硫氰酸苄酯（ＢＩＴＣ）的抑菌试验表明：ＢＩＴＣ对３种海洋细菌（假单胞菌Ｐｓｅｕｄｏｍｏｎａｓｓｐ．Ｔ１０８株,假单胞菌Ｐｓｅｕｄｏｍｏｎａｓ．ｓｐ．Ｅ２０４株和异单胞菌Ａｌｔｅｒｍｏｎａｓ．ｓｐ．Ｅ１１３株）的完全抑制浓度分别为４．０,１．０和２．０ｍｇ／Ｌ,５０％抑制该３种海洋细菌生长（相对生长率）的浓度分别为２．６７,０．３７和０．４４ｍｇ／Ｌ。     

珠江口海水中的硼和锶的行为研究

采用作者研究的ＯＰ－ 乳化剂增敏姜黄素分光光度法测定海水中的溶解硼,用ＩＣＰ－ ＡＥＳ法测海水中的硼和锶。发现在珠江口海水盐度２．６８６ ～２５ ．７２２ ,氯度１ ．４４０ ～１４ ．１３６ 为０．２１５ ～０ ．２２９ｍｇ·ｋｇ－ １ ,平均值为０ ．２２４±０ ．００５ｍｇ·ｋｇ－ １ ｍｇ·ｋｇ－ １７ ．６４ ,Ｓｒ（ｍｇ·ｋｇ－ １）／Ｃｌ 比值为０．３８０ ～０ ．６６３,平均值为０ ．４０４ ±０ ．０１６ ,两者皆在大洋海水自然变动范围之内。珠江口海水中的硼和锶浓度与海水盐度或氯度均有很好的线性关系。珠江口外南海海水盐度３２ ．９２３ ～３３．４４６, 氯度１８ ．２４１ ～１８．５５８ ,Ｂ浓度为４ ．０２ ～４ ．２４ｍｇ·ｋｇ－ １ ,Ｓｒ 浓度为７．６４ ～７ ．７０ｍｇ·ｋｇ－ １ 。珠江口海水实验数据统计回归线与理论释线比较后表明,珠江口海水中硼与锶均具有良好的保守性质,珠江口海水中的硼和锶主要来自湾外海海水潮汐输入。     

稀土对球等鞭金藻生长的影响

于１９９５年８－１２月,利用单因子实验法,首次研究了混合稀土对球等鞭金藻（Ｉｓｏｃｈｒｙｓｉｓｇａｌｂａｎａ）生长繁殖的影响,结果表明,海水中稀土最佳浓度范围为１．６６－６．６０ｍｇ／Ｌ,细胞浓度和叶绿素含量分别提高１１．６％－２３．２％和１９．９％－４５．２％混合稀土加入浓度高于９．９ｍｇ／Ｌ对球等鞭金藻的生产产生抑制作用,稀土对球等鞭金藻生长的促进作用与其他营养盐类浓度有关,当细胞处于指数生长     

淡水白鲳幼鱼盐碱耐受性的初步研究

通过淡水白鲳（ＣｏｌｏｓｓｏｍａｂｒａｃｈｙｐｏｍｕｍＣｕｖｉｅｒ）幼鱼（Ｌ＝２．９ｃｍ±０．０５ｃｍ）对氯化钠浓度（ｐＨ＝８．２１±０．０７）及碱度（ｐＨ＝８．８５±０．１８）的急性毒性试验。用概率单位法求得其２４、４８、９６ｈ的半致死浓度（ＬＣ５０）：氯化钠浓度分别为１２．０、１１．４、１０．４ｇ·Ｌ－１;碱度分别为８３．２５、５６．９９、４５．７０ｍｍｏｌ·Ｌ－１,并在此基础上进行盐碱混合正交试验,经统计分析得出碱度致死作用显著。在此条件下２４ｈＬＣ５０值时碱度与氯化钠浓度的关系为：Ａｌｋ（ｍｍｏｌ·Ｌ－１）＝２５６．２４－２４．６９Ｓａｌ（ｇ·Ｌ－１）。     

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.