江苏近岸海域水质变化趋势与成因浅析

近年来,江苏省对可能影响近岸海域海水水质的相关区域实施了全面监测。文章首先指出了江苏近岸海域水环境质量现状,进而依据2008—2012年连续5年所取得的大量监测数据,详细分析了江苏近岸海域海水水质主要污染物指标变化趋势。提出了造成近岸海域海水水质污染的主要成因。     

夏季三亚湾近岸海域海水水质状况分析与评价

根据2004—2008年三亚湾近岸海域的水质监测结果,采用水质单因子质量指数评价法、有机污染指数法和富营养化水平法对三亚湾近岸海域水质污染状况进行分析评价,并采用秩相关系数法对该海域近5a水质状况进行趋势分析。结果表明:三亚湾近岸海域主要污染物浓度较低,单因子指数值较小;该海域近5a有机污染指数值较小,水质良好;该海域近5a中均处于贫营养化水平,富营养化程度较低;趋势分析显示该海域水质呈逐年上升趋势,但不显著。     

辽宁近岸海域水质演化及对近海陆域生态水文格局的响应

根据1991-2000年对辽宁省近岸海域水质的连续监测资料,采用秩相关系数法对辽宁近岸海域水质做了定量评估,结果表明,辽宁省近岸海域海水水质较差,主要污染物为无机氮、活性磷酸盐、石油类和Pb,2000年全省近海海域各类功能区水质总达标率仅为48．1％。秩相关系数趋势预测表明：除COD有下降趋势外,其他主要污染物均有逐年上升趋势,且无机氮的上升趋势最为显著。辽宁省在沿海改革开放的初期,沿海海域的水环境做出了相当大的牺牲：20世纪90年代的中后期水质有了明显的改善,陆域非点源污染对近岸海域水质污染的贡献较大;各主要污染物在各海域的变化不同。生物学指标整体上显示,大连海域和营口海域水质在枯水期要好于丰水期,表现出明显的季节变化。无机氮与石油类和COD呈现出正相关关系,COD与石汕类、活悱磷酸盐和Pb呈现出弱正相关关系,水质PCA结果进一步表明辽宁近海海域水质污染除工业污染外,近海陆域非点源污染对水质污染的贡献最大。生态水文参数的主成分分析(PCA)及与主要污染物的回归分析结果表明,近海海域水质演化受到近海陆域生态水文过程的影响较大,无机氮受到近海陆地水开发影响最大;活性磷酸盐、石油类受到水文过程因子的影响最大;COD和Pb受到农业开发活动的影响最大。建议在辽宁省海水质综合整治的过程中,要加强对近海陆域生态水文过程的调节,实施海陆一体化的综合治理模式。     

山东北部近海岸10年环境质量评价

在台海洋管区近１０年的水质监测资料，分别采用综合评价两种方法对山东北部近岸海域及上个分海区（莱州湾、龙因台、威海）的水质环境２质量进行证人。评价结果表明，证人海域的主要污染为有机污染和石油；主要污染物为无机氮、石油、活性磷。四个分海区中，莱州湾污染最重，威海近岸海域污染最轻。后５年与前５年相比，有机污染有所加重，石油河南省是到一定遏制。     

渤海湾天津近岸海域水质特征及评价

根据2004-2012年对渤海湾生态监控区进行的水质监测得到的数据,对该海域的无机氮(DIN)、磷酸盐(P0_4-P)以及N/P值的水季变化特征展开了分析。结果表明,渤海湾近岸海水中DIN、PO_4-P年均浓度整体呈上升趋势,超过国家一类海水水质标准,DIN、PO_4-P已成为影响近岸海域水质的主要污染物。运用有机污染评价指数法、潜在性富营养化评价法、营养指数法分别对渤海湾近岸海域营养状况进行评价得出的富营养化评价结果基本相同,均表明渤海湾天津近岸海域正处于富营养化状态。     

大连市近岸海域水质污染类型及趋势研究

根据1991－1999年大连市近岸海域的水质监测资料对该区域水体的质量作了分析和评价，监测结果表明，大连市近岸水域水质的主要污染因子是无机氮，无机磷和油，并对整个个海域的污染趋势进行了研究，根据污染特征，分析了影水质的影响，并在此基础上提出了相应的防治措施。     

近岸海域实施污染物排放总量控制的理论与实践

多年来在近海和近岸海域进行的水质监测和其它随机性监测的结果表明,我国近岸海域海洋环境日益恶化,污染加剧,生态系统退化,并使外海受到威胁。污染物主要来源于陆源排污,主要污染物是无机氮、无机磷和石油类。 海洋环境的恶化引起了我国政府的高度重视。还在70年代初,我国就从控制污染源排放着     

浅谈天津近岸海域环境质量现状及管理措施建议

通过分析２００８—２０１０年天津近岸海域调查站位水质、沉积物各项污染物指标、海洋生物指标监测情况,对天津近岸海域的海洋环境现状进行综合评价,得出了近几年天津近岸海域水体富营养化比较严重,氮、磷比例失衡,海洋生物多样性指标偏低的结论。分析各项污染物超标的主要原因是人为过度的向海洋排放各类污水、废弃物,使得海洋环境遭到污染,生物多样性受到威胁。据此,提出加大海洋环境保护宣传力度,主管部门加强海洋环境监管,严格执法、加大生态保护力度,重点治理陆源排污的建议。     

厦门市近岸海域水环境污染现状及对策研究

厦门市位于中国东南沿海,台湾海峡西岸,具有重要的战略地位。然而随着经济社会的发展,近岸海域水环境污染已成为影响厦门市环境质量的瓶颈。文章在分析近岸海域水质状况的基础上,阐述了厦门近岸海域主要污染物来源及污染的主要原因,并提出了关于提高厦门近岸海域水环境质量的对策建议。     

大连皮口渔港海水水质监测与分析

文章通过在2008年10月,对大连皮口渔港海域海水水质的监测,分析了监测结果(13项调查因子达到二类海水水质标准,主要污染物为磷酸盐、无机氮和铜)的来源及对该海域水质的影响。     

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.     

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。     

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.     

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.     

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,     

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.