闽江口外海域晚第四纪地震层序和古河道演变

为了查明闽江口外海域晚第四纪地震地层特征,进行了高分辨率浅地震剖面调查,穿透的沉积物厚度最大约90m,划分为6个地震层序,自上向下为U1—U6。U1为全新世(海洋同位素阶段(marine isotope stage,MIS) 1期)海相沉积单元,U3为MIS 3期的滨浅海—河口相,U5为MIS 5期的滨浅海与河流交互相,在MIS 5.2和5.4亚期海平面下降超过15m,发育了河流沉积;U2和U4分别为MIS 2和MIS 4期的河流充填相,而U6为MIS 6期的陆相沉积单元。根据地震层序关系研究了埋藏古河道的断面和分布特征、发育年代、演变及原因等。在全新世初期(11.5ka BP)之前,古闽江呈SE向经研究区南部和海坛岛东面流入东海(台湾海峡北口),随着研究区上游地势不断淤高,在11.5ka BP之后发育了NE向经北部向海到达西引岛附近的古河流,至约9.2ka BP海平面上升到约-30m高度时,全部河流消失于海面之下,闽江最后一次退出研究区。在闽江口东面,埋藏古丘陵的中南部高于现海面下50m(-50m),受其阻挡未能发育向东直接入海的闽江古河道。本文的研究结果提供了研究区自MIS 6末期以来古河流发育和演变等方面的新认识和证据。     

闽江河口表层沉积物重矿物特征与物源示踪

对闽江河口近岸海域的230个表层沉积物样品和闽江20个表层沉积物样品进行重矿物分析,系统地研究了重矿物的分布特征及其物源指示。研究区共鉴定出重矿物27种,主要以普通角闪石、绿帘石、磁铁矿和黑云母为主。根据重矿物组合分布特征,将研究区分为两个矿物组合区,并划分为3个矿物组合亚区。闽江口近岸沉积区(Ⅰ-1区)矿物组合为普通角闪石-磁铁矿-绿帘石,受闽江物质影响很大;近岸混合沉积区(Ⅰ-2区)矿物组合为普通角闪石-磁铁矿-黑云母-绿帘石,受浙闽沿岸流携带物质和闽江物质共同影响沉积形成,闽江物质影响明显减弱;残留沉积区(Ⅱ区)矿物组合为普通角闪石-绿帘石-磁铁矿,主要为受后期改造的晚更新世海侵边界层。     

闽江口水下三角洲沉积特征及沉积环境Ⅱ.晚更新世-全新世沉积特征和沉积环境

本文根据闽江口浅地层结构及柱状样对比 ,探讨了闽江口水下三角洲近代沉积特征和沉积环境 ,并综合分析了水下三角洲钻孔及地震映象地质剖面资料 ,探讨其地史时期古沉积特征和古沉积环境 ,揭示了闽江口水下三角洲晚更新世—全新世的沉积环境演变。     

末次盛冰期末期以来南海北部陆坡的陆源物质输入及其控制因素

通过对南海北部陆坡KNG5孔沉积物粒度、粘土矿物和14C年龄的综合分析, 探讨了南海北部陆坡的沉积物来源及其控制因素。物源分析表明, KNG5孔17.5-12.5ka BP的沉积物主要来源于珠江, 12.5ka BP 时粘土矿物组合突然发生改变, 并且自12.5ka BP以后, 高岭石含量总体稳定, 说明12.5ka BP时海平面已上升到相当的高度, 并且可能当时南海的现代环流系统已开始形成, 西行的广东沿岸流导致向外扩散的珠江物质减少, 由于受北太平洋深层水(NPDW)和黑潮(KC)南海分支的作用, 台湾成为此时沉积物的主要贡献者。KNG5孔17.5-11ka BP时期的粘土矿物和粒度变化主要受控于海平面和洋流系统的变化。全新世早期(11.0-8ka BP)平均粒径达到最细和1-2.2m 粒级含量达到最高值可能是强盛的夏季风作用的结果。全新世中晚期(8—0ka BP) 1-2.2?m组分含量的减少是8ka BP以来东亚夏季风减弱的具体体现, 1-2.2m 粒级含量指示的东亚夏季风变化能和北半球其它季风指标能很好地对应起来, 说明这次季风减弱是北半球各个季风系统的共同现象。     

闽江冲淡水扩展范围的季节变化特征

利用2006～2007年春、夏、冬季3个航次的CTD资料分析闽江冲淡水扩展范围季节变化特征.通过分析闽江口及邻近海域温度、盐度的平面、垂直分布特征,结果表明:闽江冲淡水的扩展范围具有明显的季节变化.春季由于闽江口附近受到闽浙沿岸流的影响,冲淡水的扩展范围难以确定,但从盐度分布情况不难看到闽江口表层被盐度低于25的具有明显冲淡水特征的水体覆盖.夏季闽江口被温度高于27℃、盐度低于25的冲淡水覆盖,冲淡水前沿向东北扩展至罗源湾、三沙湾.冬季闽江径流减弱,闽江口主要受到闽浙沿岸水的影响,基本看不到闽江冲淡水的痕迹.春季、夏季闽江冲淡水明显的影响闽江口时,闽江口附近海域被25盐度等值线包围,25盐度等值线可作为闽江口明显受冲淡水影响的指征.     

闽江口历史时期的河床变迁

一、史前时期的河口位置全新世以来海平面数十米的变动,深刻地影响闽江口的发育过程。据报道,现闽江口外水深17米海底,有距今7000—8000年前的沉积物;盆地内广泛发育了厚20—35米(最厚达50—70米)第四系,其上部有一层分布范围广并含盐度较高的地下水(属氯化物重碳酸钠钙型或重碳酸氯化钠型)和浅海微体古生物化石以及少数地点有海生     

东海陆架浙-闽沿岸泥质沉积研究进展

比较全面的回顾了关于东海浙-闽沿岸泥质体以及其形成前的沉积演化历史、泥质沉积的物质来源及其东亚季风/古气候记录等方面的研究进展。分析了目前关于浙-闽沿岸沉积研究中所存在的问题,即,泥质体的物质来源与形成,长江入海历史的陆架沉积物记录,8.2 ka冷事件,年代框架调整及区域对比,代用指标指示意义等多方面问题。提出在东海浙-闽沿岸泥质区,我们需要更多高分辨率的钻孔进行综合研究,其中应该特别加强对泥质沉积物的研究,以期对海陆交界敏感地带的"源到汇"以及全球变化研究取得突破性进展。     

闽江口及周边海域沉积物输运及资源效应

河流入海泥沙的大部分主要分布在河口、三角洲及近岸陆架地区,发育一系列的粗颗粒沉积体系,是海砂资源重要分布区。本文以福建闽江口为研究对象,初步探讨了沉积物输运过程及海砂资源的形成机制。观测结果表明,闽江河口水体盐度由河口内部向口外海域逐渐增大,水体浊度总体减小;闽江河口附近海域近底部(距离海底25cm)流向表现出一定的旋转流特征,潮周期内余流表现为向海输运,而推移质输运主要发生在涨潮期间,并且潮周期内净向陆输运。表层沉积物粒度分析结果表明,闽江河口水下三角洲前缘表层沉积物主要由粗颗粒物质组成,沉积物类型以砂和砂质粉砂为主,中值粒径小于4Φ;前三角洲地区表层沉积物主要由细颗粒物质组成,中值粒径介于4Φ—6Φ之间。沉积物粒径趋势分析结果表明,闽江入海泥沙经梅花水道和长门水道入海后,在盐淡水混合、径流、潮流的作用下,在闽江河口形成了四个粗颗粒沉积物汇聚区,成为闽江口地区海砂资源的重要分布区;而细颗粒物质在河口羽流和潮流的作用下向偏东方向输运,形成了以黏土质粉砂为主的前三角洲。     

台湾海峡西岸闽江口和九龙江口沉积物中碎屑锆石铀-铅定年及物源意义

碎屑锆石能较好保存源区岩石组成的信息,其铀-铅年龄是沉积物源区示踪有效的方法。利用激光剥蚀等离子体质谱和多接收器等离子体质谱联机(LA-MC-ICPMS)技术,对台湾海峡西部闽江口和九龙江口沉积物中的碎屑锆石进行原位铀-铅测年,同时获得锆石的微量元素。研究表明大部分碎屑锆石的钍与铀含量之比值大于0.1,稀土元素球粒陨石标准化配分曲线呈左倾型,并具有明显的铈含量正异常和铕含量负异常,结合阴极发光图像表明这些锆石绝大部分为岩浆成因。闽江口和九龙江口的碎屑锆石具有相同的印支期(峰值为236 Ma)、燕山早期(峰值为155 Ma)和燕山晚期(峰值为110 Ma)等3个峰值,这三期碎屑锆石占主要部分,反映闽江口和九龙江口碎屑沉积物主要来自各流域上游印支期和中下游燕山期岩体,而闽江口碎屑锆石具有明显的加里东期峰(峰值为465 Ma)和前寒武纪(553~2 765 Ma)较多的碎屑锆石,这些碎屑物质可能来自上游武夷山地区加里东期和前寒武纪基底的物质。对比闽江口碎屑锆石铀-铅年龄与台湾岛西部海滨沙滩(苗栗-新竹、嘉义-台南)中的独居石年龄具有相似的谱峰特征,表明台湾岛西部海滨沙滩碎屑物质可能有部分来自闽江。闽江口碎屑物质明显区别于福建的九龙江和浙江的瓯江,这为判别台湾海峡沉积物的物质来源提供可靠的依据。     

台湾海峡晚更新世以来的高分辨率地震地层学研究

基于4 530 km高分辨率单道地震数据和钻孔资料,采用高分辨率地震地层学的方法,对台湾海峡晚更新世以来的地层进行了划分,自上而下共识别出R₀、R₁、R₂、R₃、R₄等5个主要反射界面,分别对应海底、3 ka BP前后高海平面、最大海泛面、海侵面和 Ⅰ 型层序界面,并以此划分出4个地层单元:晚全新世浅海-滨海沉积A,中全新世浅海沉积B,早全新世海侵沉积C,晚更新世陆相河流沉积D。在海平面变化的作用下,海峡地区先后发育低水位沉积D（低位体系域）,海侵沉积C （海侵体系域）、高水位沉积B和A（高位体系域）。研究了台湾海峡的典型地震相,提出了关于台中浅滩（云彰隆起）处的楔状沉积体的新观点,认为该楔状体为全新世中期以来形成的三角洲沉积受波浪和潮流作用改造而形成的潮流沙脊,其物质主要来源于台湾。识别出了晚更新世和早全新世古河道沉积,海平面变化和地势高低是其形成时间差异的主要因素。     

Assessing the Validity of Seismo-Acoustic Predictor Equations for Obtaining Seabed and Sub-Surface Sediment Physical Properties

The interdependence between the seismo-acoustic properties of a marine sediment and its geotechnical/physical parameters has been known for many years, and it has been postulated that this should allow the extraction of geotechnical information from seismic data. Though in the literature many correlations have been published for the surficial layer, there is a lack of information for greater sediment depths. In this article, a desktop study on a synthetic seafloor model illustrates how the application of published near-surface prediction equations to subsurface sediments (up to several tens of meters burial depth) can lead to spurious predictions. To test this further, acoustic and geotechnical properties were measured on a number of sediment core samples, some of which were subjected to loading in acoustically-equipped consolidation cells (oedometers) to simulate greater burial depth conditions. For low effective pressures (representing small burial depths extending to around 10 meters subsurface), the general applicability of established relationships was confirmed: the prediction of porosity, bulk density, and mean grain size from acoustic velocity and impedance appears generally possible for the investigated sedimentary environments. As effective pressure increases through, the observed relationships deviate more and more from the established ones for the near-surface area. For the samples tested in this study, in some instances increasing pressure even resulted in decreasing velocities. There are several possible explanations for this abnormal behavior, including the presence of gas, overconsolidation, or bimodal grain size distribution. The results indicate that an appropriate depth correction must be introduced into the published prediction equations in order to obtain reliable estimates of physical sediment properties for greater subsurface depths.     

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。     

Interannual Sea Level Variations and Annual Tides in the Northwestern Pacific

Specific properties of the interannual sea level variations and annual tides in the Northwestern Pacific were studied. Several tide stations were monitored. The monthly mean sea level for the year of 1995 was analyzed at each tide station. A seismic event in 1995, some tectonic activity around the subject area, and the Kuroshio (the oceanic western boundary current) may possibly contaminate results which would have occurred from the astronomical annual tide alone.     

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.     

Flow Cytometric Analysis of Coastal Lagoon Bacterioplankton and Picophytoplankton: Fixation and Storage Effects

The effect of different fixation and storage protocols on the flow cytometric (FCM) simultaneous analysis of bacterioplankton and phytoplankton in coastal seawater samples (Mediterranean coastal lagoons) was investigated. FCM measurements (cell number, fluorescence and scatter characteristics) were obtained through DAPI staining. Three fixatives [glutaraldehyde (GA), formaldehyde (FA) and paraformaldehyde (PFA)] and two storage (3 months duration) methods (5 °C and −196 °C) were tested. Two dominant populations were detected in studied samples: bacteria and eukaryotic picophytoplankton. Adding fixatives (2% final concentration) appears necessary to obtain FCM exhaustive counts of all the bacteria and phytoplanktonic cells. This was related to the permeation effect of fixatives which allowed a better DAPI staining of the cells. Maximum fluorescence, i.e. optimal staining of the cells was obtained with FA or PFA, and significant lower fluorescences with GA. Fixed samples stored at 5 °C induced rapid cell loss. Only storage in liquid nitrogen of samples fixed with FA or PFA, allows mid-term (≥4 months) preservation of bacteria or picophytoplankton cell numbers, and limited evolution of DAPI-induced fluorescence and scatter characteristics.     

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,     

Estimation of Sediment Properties during Benthic Impact Experiments

Sediment properties, such as water content and density, have been used to estimate the dry and wet weights, as well as the volume of sediment recovered and discharged, during benthic impact experiments conducted in the Pacific and Indian Oceans. The estimates show that the weights of dry (355-1332 t) and wet sediment (1651-4888 t) recovered during the experiments, are not only a function of the total duration and distance covered during the experiment, but also depend on water content and density of the sediment. Estimation of dry sediment and its volumetric ratio in the discharge, are key parameters for calculating the discharged volume. The estimated volume of wet sediment recovered (1427-4049 m 3 ) as well as discharged (2693-6951 m 3 ) during the experiments, provide important inputs to evaluate the sediment resettlement and migration. Using these estimates, the average depth of excavation on the seafloor, can also been calculated. However, the stages of sediment recovery and discharge are expressed differently in some of the experiments. In order to standardize these, different stages have been identified, and definitions of certain terms have been suggested, for use in the future. The methods of calculating different properties, as well as weight and volume of discharged sediment are described in the paper for use in other applications concerning deep-sea discharges.