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1.
胶州湾微微型浮游植物丰度及其与环境因子的相关性分析   总被引:1,自引:0,他引:1  
利用流式细胞仪对胶州湾微微型浮游植物4个季节的丰度分布进行了研究,并分析了微微型浮游植物与环境因子的相关性。结果表明,聚球藻的丰度在2.17×102—2.329×104个/ml之间,高值区主要分布在湾内西部和湾口海域;仅夏季、冬季丰度之间有显著性差异;夏季在垂直分布上差异显著,在B3、C4、D5连续站昼夜变化趋势基本一致,分别在13:00和3:00出现峰值。微微型真核浮游植物的丰度分布在1.028×103—8.651×104个/ml之间,主要活跃于湾内西部海域;四季丰度在垂直分布上差异不显著;春、夏季丰度明显高于秋、冬季;夏季连续站昼夜变化趋势与聚球藻基本一致。通过主成分分析表明,聚球藻和微微型真核浮游植物丰度在不同季节受不同环境因子的影响,在冬季与温度有关,温度升高,二者的丰度增高。在其它季节,二者丰度主要受营养盐等环境因子的影响。  相似文献   

2.
胶州湾异养细菌及大肠菌群的分布及对陆源污染的指示   总被引:3,自引:3,他引:0  
2002年2月—2004年11月对胶州湾异养细菌和大肠菌群进行长期调查发现,胶州湾异养细菌丰度在105—106cells/ml之间,其中河口区域和近岸区域数量较高,其它区域相对较低。从季节上来看,夏季、秋季细菌丰度较高(分别为7.4×105、7.2×105cells/ml),冬季和春季丰度较低(分别为4.1×105cells/ml、5.9×105cells/ml),且在一年内呈现出一定的规律性波动。从季节尺度上看异养细菌丰度与温度呈现很好的正相关性(R=0.54)。对大肠菌群的研究表明,河口区域的大肠菌群数量显著高于其它区域,并且河口区域大肠菌群常年处于严重超标状态(最高为1.1×106cells/L,超过国家前三类水质标准的100倍)。根据大肠菌群的数量状况可以将胶州湾分为三个区域,即严重污染区、中度污染区和轻度污染区。该区域划分与通过营养盐对胶州湾区域的划分(富营养区、中度营养区、贫营养区)结果一致。  相似文献   

3.
为全面了解黄海典型海区微微型浮游植物的季节变化特征,于2009年7月至2010年6月在北黄海獐子岛海域和2010年1~12月在南黄海胶州湾进行逐月调查采样,利用流式细胞仪检测了表层海水中微微型浮游植物(picophytoplankton)的丰度,包括聚球藻(Synechococcus,SYN)和微微型真核浮游植物(picoeukaryotes,PEUK),并分析了其与环境因子的关系。獐子岛海域和胶州湾SYN和PEUK全年广泛分布,獐子岛海域SYN丰度范围在0.05×103~120.00×103cells/mL之间,丰度在秋季最高;胶州湾SYN丰度范围在0.02×103~61.80×103cells/mL之间,丰度在夏季最高。獐子岛海域PEUK丰度范围在0.01×103~18.76×103cells/mL之间,丰度在秋季最高;胶州湾PEUK丰度范围在0.25×103~95.57×103 cells/mL之间,丰度在春季最高。獐子岛海域微微型浮游植物丰度组成以SYN为主;而胶州湾以PEUK为主。PEUK是两海区微微型浮游植物生物量的主要贡献者。相关性分析结果表明,温度是影响两海区SYN丰度季节变化的最主要因素;影响PEUK季节分布的因素不完全一致,獐子岛海域PEUK丰度主要受温度调控;胶州湾PEUK丰度主要受温度和营养盐浓度影响。与已有研究比较,这两个海区的微微型浮游植物生物量对浮游植物生物量的贡献明显高于其他温带沿岸海域,预示微微型浮游植物在獐子岛海域和胶州湾生态系统中的重要作用,值得进一步深入研究。  相似文献   

4.
渤海浮游病毒的时空分布   总被引:1,自引:1,他引:0       下载免费PDF全文
王健  汪岷  刘哲  刘东艳  杨琳  卢龙飞  王艳  孙辉 《海洋与湖沼》2013,44(6):1597-1603
利用流式细胞仪对渤海浮游病毒的丰度分布进行了研究。结果表明, 浮游病毒丰度在6.40 ×105—3.59 × 107个/mL之间。辽东湾断面, 浮游病毒丰度春季在西部海域较高, 夏季在中部海域较高, 秋、冬季在东、西部海域均较高; 渤海湾断面, 4 季丰度均在中部海域出现高值区; 莱州湾断面, 夏、秋、冬季均在东部海域出现丰度高值区; 渤海海峡断面, 春、秋、冬季于海峡中部海域丰度较高。垂直分布上, 表层和底层水体浮游病毒丰度在夏季差异性显著, 在其它季节无显著差异。夏季浮游病 毒丰度显著高于其它季节。夏季, 连续站浮游病毒丰度昼夜波动幅度较大, 冬季较平缓。相关性分析表明, 浮游病毒丰度在春、夏、秋季均与温度显著正相关; 夏季与异养细菌丰度、微微型真核浮游植物丰度显著正相关; 秋季与微微型浮游植物丰度显著正相关; 冬季仅与异养细菌丰度显著正相关。  相似文献   

5.
研究了2010年冬季胶州湾23个大面站浮游植物的群落结构特征。共检出浮游植物5门44属69种,平均细胞丰度为222.8 cells/mL,其中硅藻在物种数量和细胞丰度上占绝对优势。主要优势种为柔弱几内亚藻Guinardia delicatula、扭链角毛藻Chaetoceros tortissimus、诺氏海链藻Thalassiosira nordenski?ldii和尖刺伪菱形藻Pseudo-nitzschia pungens。调查期内浮游植物表层细胞丰度的平面分布趋势为北部高于南部,垂直分布则为各水层之间细胞丰度相差不大。表层浮游植物的Shannon-Wiener指数和均匀度指数的分布显示胶州湾东南至湾口海域浮游植物群落更加均匀稳定。与环境因子的相关分析表明浮游植物细胞丰度与铵盐、硝酸盐、亚硝酸盐、硅酸盐呈显著的正相关。  相似文献   

6.
三亚湾网采浮游植物群落结构特征分析   总被引:2,自引:0,他引:2  
2004年对三亚湾进行4个航次网采浮游植物调查,分析了其种类组成、丰度、优势种、多样性及群落结构的季节和平面分布特征,讨论了浮游植物与营养盐等环境因子的关系。共鉴定出网采浮游植物67属169种,丰度范围为6.48×104—165×104cells.m-3,平均值为87.59×104cells.m-3。其中硅藻种数和细胞丰度都占绝对优势。三亚湾浮游植物多样性较高,丰度的季节变化为双峰型,春、秋季高,冬、夏季低;丰度平面分布特征呈现由北部沿岸向南部外海递减的趋势。  相似文献   

7.
利用荧光显微技术(Epifluorescence microscopy, EFM)对青岛近海及其邻近海域夏季微微型浮游植物丰度进行调查,研究了微微型浮游植物的空间变化和昼夜变化的特征,并分析了微微型浮游植物丰度与环境因子的相关性.结果显示,夏季该水域Syn的变化范围为(8.58×103~8.54×105) mL,平均值为2.39×105 /mL;Euk的变化范围为(7.80×102~3.02×104) mL,平均值为4.54×103 /mL.Syn丰度在即墨海域、海阳海域出现高值区域,胶南海域出现低值区域;各水层Syn丰度无显著差异(P>0.05).Euk丰度在胶州湾内及湾口为高值区域,胶南海域表层和10 m水层出现高值区域;崂山东部即墨海域、海阳海域为Euk丰度低值区域;各水层Euk丰度并无明显差异(P>0.05).对胶州湾中部连续站4层水体24 h昼夜连续变化的观测发现,夏季Syn、Euk都有明显昼夜波动.对Syn,Euk与Chl-a、水温、盐度、电导率、浊度、溶氧浓度之间进行Pearson相关性分析表明,Syn,Euk与Chl-a、浊度呈正相关,与盐度、电导率呈负相关.  相似文献   

8.
浙江宁波协和石油化工厂附近水域浮游植物的研究   总被引:3,自引:0,他引:3  
对1993年8月(夏季)和12月(冬季)在协和石化厂区附近水域获得的浮游植物样品作了鉴定和分析。结果表明,调查区共有浮游植物4门29属60种,可划分为三个生态类群:广布性类群、暖水性类群和温带性类群。浮游植物细胞丰度达66×103~2107×103个/m3。具有明显的季节变化。冬季平均细胞丰度(746.6×103±630.8×103个/m3)大于夏季(201.8×103±146.8×103个/m3)。主要优势种为中肋骨条藻,琼氏圆筛藻和有棘圆筛藻。浮游植物丰度的昼夜变化有随着日照增强而增高的趋势,最高细胞丰度(10221×103个/m3)出现在12时。影响浮游植物丰度分布的主要环境因子是径流、水温和日照等。  相似文献   

9.
粒径小于20 μm的微型浮游生物能迅速响应海洋环境变化,因而在海洋环境监测中起着重要作用。本文应用流式细胞技术研究了三门湾表层与底层海水中微型浮游生物(包括细菌、聚球藻、微型真核生物以及病毒)丰度的时空分布特征,探讨了微型浮游生物丰度与水体理化因子之间的关系。结果表明,三门湾海域微型浮游生物丰度范围:细菌,6.98×105~9.84×106 cells/mL;聚球藻,1.10×103~3.71×104 cells/mL;微型真核生物,1.04×103~3.75×104 cells/mL;病毒,1.01×106~3.47×107 mL-1。夏、秋两季表层微型浮游生物丰度均高于底层;秋季细菌、聚球藻和病毒丰度低于夏季,但微型真核生物丰度高于夏季;温度是造成微型浮游生物丰度季节差异的主要因素。微型浮游生物丰度的水平分布在夏季无显著规律,但秋季表底层均由内湾向外湾递减。秋季,除底层的细菌外,微型浮游生物丰度水平分布与pH和盐度呈显著负相关,同时与亚硝氮、硝氮、铵氮、叶绿素a呈显著正相关。  相似文献   

10.
2006年冬季北黄海网采浮游植物群落结构   总被引:6,自引:1,他引:5       下载免费PDF全文
杜秀宁  刘光兴 《海洋学报》2009,31(5):132-147
根据2006年12月30日—至2007年1月17日北黄海的调查资料,对该海域浮游植物的种类组成、优势种、丰度及其分布和多样性等基本状况进行了分析。本次调查共鉴定浮游植物4门68属131种,主要以温带近岸和广布性种为主,其中硅藻有53属113种,占总种数的86.3%,甲藻有11属16种,占总种数的12.2%。浮游植物丰度平均值为88.89×104个/m3,硅藻丰度平均值为86.58×104个/m3,甲藻丰度平均值为2.28×104个/m3,硅藻丰度分布趋势决定了浮游植物丰度的分布趋势。辽宁南岸是浮游植物密集区,山东半岛北岸其次,而北黄海中部是浮游植物的稀疏区。优势种为:短角弯角藻(Eucampia zodiacus)、具槽帕拉藻(Paralia sulcata)、尖刺拟菱形藻(Pseu-do-nitzschia pungens)、密连角毛藻(Chaetoceros densus)、柔弱角毛藻(Chaetoceros debilis)、刚毛根管藻(Rhizosolenia setigera)。浮游植物群落Shannon-Weiner物种多样性指数平均值为1.80,Peilou均匀度指数平均值为0.42。与1959年1月相比,2007年1月北黄海浮游植物丰度由150.00×104个/m3降为88.89×104个/m3,下降了近41%,硅藻丰度由148.00×104个/m3降为86.58×104个/m3,而甲藻丰度由1.25×104个/m3上升为2.28×104个/m3,占浮游植物丰度的比例由0.8%上升为2.5%。主要优势种及优势属也发生了一定程度的变化,但浮游植物群落结构仍以硅藻为主、甲藻其次,浮游植物丰度总的分布格局变化不明显。  相似文献   

11.
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.  相似文献   

12.
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.  相似文献   

13.
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。  相似文献   

14.
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.  相似文献   

15.
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.  相似文献   

16.
《海洋学报(英文版)》2014,(8):F0003-F0003
<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,  相似文献   

17.
18.
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.  相似文献   

19.
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.  相似文献   

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