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1.
胶州湾现代沉积速率和沉积通量研究   总被引:19,自引:0,他引:19  
对胶州湾沉积岩心J39、J37和J94进行了210Pb的测定,绘制了岩心中210Pb的垂直分布图,岩心J37和J94的210Pb呈两段分布模式,岩心J39的210Pb呈三段分布模式。胶州湾西北部大沽河口外海域近百年来沉积速率为0 768cm/a,沉积通量为0 7716g/(cm2·a)。胶州湾中部沉积速率为0 64cm/a,沉积通量为0 65g/(cm2·a)。胶州湾口外J94站沉积速率为0 54cm/a,沉积通量为0 81g/(cm2·a)。结果表明,胶州湾海域210Pb活度与悬浮体含量密切相关,悬浮体含量高的区域,210Pb活度高;反之,悬浮体含量低的区域,210Pb活度低。根据210Pb的垂直分布、活度和沉积速率及悬浮体含量,结合历史资料,对胶州湾近百年来的沉积环境和物质扩散进行了探讨。  相似文献   

2.
南黄海沉积速率和沉积通量的初步研究   总被引:16,自引:6,他引:16  
1983—1986年,中美联合对南黄海进行了调查,利用同位素~(210)Pb方法测定了该海域的沉积速率和沉积通量,分别介于0.026—0.67cm/a和0.033—0.76g/(cm~2·a)之间。研究表明,山东半岛南侧是现代黄河物质大量沉积的场所,而在黄海暖流流经的地带和冷涡区,其沉积作用却较弱;物质来源和海流体系是控制该海域沉积速率和通量的主导因素。  相似文献   

3.
海州湾南部近岸现代沉积速率及其沉积通量   总被引:1,自引:0,他引:1  
对海州湾南部近岸3个柱状岩芯进行了210Pb的测定,绘制了岩芯中210Pb的垂直分布图。结果表明,柱-1岩芯表现为2个明显的沉积阶段,1-12 cm平均沉积速率为0.51 cm/a,12-57 cm的为0.18 cm/a,沉积通量分别为0.69和0.24 g/(cm^2·a);柱-2岩芯平均沉积速率为0.64 cm/a,沉积通量为0.68 g/(cm^2·a);柱-3岩芯平均沉积速率为0.67 cm/a,沉积通量为0.76 g/(cm^2·a)。沉积速率从北往南逐渐增大。造成这种空间分布规律的主要因素是沉积环境和物质来源,其次可能同海域位置、沉积物组分特征和海底地形有关。  相似文献   

4.
采用Pb-Po法测定了楚科奇海陆架沉积物中210Pb的垂直剖面.应用双层模型研究210Pb分布,得到沉积速率(S)为0.145cm/a,沉积物堆积通量(FM)为78mg/(cm2·a),过剩210Pbex的沉积通量为6×10-3Bq/(cm2·a)[即0.36dpm/(cm2·a)].用中子活化分析方法和火焰原子吸收法分析测定了沉积物岩芯12个层段的重金属Cu、Pb、Zn、Cd、Cr、Co、Fe、Mn和V的含量,发现各层段之间重金属含量没有显著的区别.将本次分析结果和北冰洋其他一些陆架区的研究结果及页岩标准值相比较,发现楚科奇海沉积物中大部分重金属含量都相对较低.基于此可以推断,楚科奇海沉积物中重金属是源于地球化学过程的作用,没有表现出受到明显的人为重金属污染影响.  相似文献   

5.
黄、渤海泥质沉积区现代沉积速率   总被引:47,自引:2,他引:47  
利用α多道能谱仪对黄、渤海泥质沉积区岩芯的2 1 0 Pb放射性活度进行测定 ,并结合历史数据 ,对2 1 0 Pb放射性活度在岩芯中的垂向分布和现代沉积速率的平面分布进行了分析。研究区岩芯的2 1 0 Pb放射性活度垂向分布表现出 5种形式。从沉积速率来看 ,渤海东北部泥区、南黄海中部和东部泥区 ,以及北黄海中部泥区的沉积速率小于 0 .2cm/a ,为低速沉积区 ;黄河三角洲海域和莱州湾西部的沉积速率大于 1cm/a,为高速沉积区 ;山东半岛南部沿岸海域的沉积速率也较高 ;山东半岛成山头及苏北辐射沙脊群外缘海域的沉积速率为 0 ,属于无沉积区或侵蚀区。黄、渤海泥质沉积区现代沉积速率的分布特征的解释有待于沉积动力过程的深入分析  相似文献   

6.
江苏固城湖近代沉积210Pb、137Cs计年及其环境意义   总被引:9,自引:0,他引:9  
对江苏固城湖沉积柱状岩心进行了210Pb、137Cs测定,以研究湖泊沉积过程和人类活动的关系。137Cs剖面显示的蓄积峰和1986年前苏联切尔诺贝利核电站核泄漏相对应,由此获得的沉积速率为0.066 cm/a;同时,利用210Pb计年的CRS模式计算了固城湖20世纪初以来不同时段的沉积速率,结果表明,在上世纪60年代初沉积物堆积速率最高,达到0.187 g/(cm2.a),80年代后沉积速率趋于稳定,约0.067 cm/a,与137Cs结果相一致。对比洪湖沉积钻孔210Pb、137Cs分布后发现,洪湖137Cs分布和固城湖相似。其人类围垦最强烈的时期正好是其137Cs峰值减弱或消失的时间段,同时也是沉积速率最高的时期。可见人类活动的影响会导致放射性核素在垂直剖面分布的不同。  相似文献   

7.
黑碳在渤海泥质区的百年沉积记录   总被引:2,自引:1,他引:1  
在渤海泥质沉积区采集柱状沉积物样品,分析其黑碳含量和沉积通量,结合210Pb年龄测定,探讨百年尺度黑碳沉积通量的时间序列变化对区域人类活动的响应。结果表明:(1)研究区黑碳含量和沉积通量分别为0.24~0.49mg/g[平均为(0.32±0.07)mg/g]和0.026~0.053mg/(cm2·a)[平均为(0.040±0.008)mg/(cm2·a)],黑碳含量与我国东海内陆架等海区相当,但远低于美国港湾和瑞典大陆架等污染较严重地区;(2)黑碳通量在20世纪50年代-70年代中期和90年代初-90年代末出现两个明显的峰值,分别对应于两个阶段的生物质燃烧量和煤炭、石油等化石燃料燃烧量的急剧增加;而20世纪70年代末-80年代末较低的黑碳通量以及21世纪初黑碳通量下降的趋势则分别与黄河改道事件、我国能源利用技术提高及污染控制减排措施逐步实施等有关;(3)通过比较本文结果以及国内外其它海域和湖泊的研究资料,证明黑碳沉积记录可以作为一个良好的地球化学指标,用于评估人类活动对生态环境的影响历史。  相似文献   

8.
黄海、渤海铅-210沉积速率的分布特征及其影响因素   总被引:5,自引:0,他引:5  
对黄海、渤海17个箱式柱样进行了210Pb放射性活度测定,计算了近百年来210Pb沉积速率,并结合前人资料对黄海、渤海区210Pb沉积速率的空间分布特征及其影响因素进行探讨,结果表明,黄河口附近站位沉积速率最高(>2 cm/a),而在渤海中部、渤海湾以及山东半岛沿岸的站位沉积速率较小(≈0.5 cm/a),部分站位沉积...  相似文献   

9.
北黄海西部泥质区沉积环境稳定、沉积记录连续,是重建过去周边流域变化与黄海海洋环境信息的良好载体。目前围绕北黄海西部泥质区沉积有机碳的研究工作多局限于通过表层沉积物揭示其现代分布特征,对于该泥质区长时间尺度沉积有机碳埋藏过程与机制的研究相对薄弱。通过北黄海西部泥质区W03岩芯的总有机碳指标,重建了全新世以来北黄海西部沉积有机碳的埋藏特征,探讨了气候及海洋环境变化对北黄海西部沉积有机碳埋藏的控制机制。研究表明:海平面上升的停滞期(10.3~9.8 cal.kaBP),发育硬质黏土层,有机碳以陆源输入为主(60.7%),动荡的沉积环境导致总有机碳含量相对较低,平均含量仅为0.22%;海平面上升期(9.8~7.0 cal.kaBP),海源有机碳的贡献增加(47.7%),相对稳定的沉积环境有利于该时期有机碳的埋藏;高海平面以来(7.0 cal.kaBP至今),黄海环流体系逐渐形成,陆源有机碳输入随着东亚冬季风驱动的沿岸流强度变化发生相应的改变,海源有机碳的贡献继续增加(50.0%),总有机碳的含量升高至0.58%。北黄海西部泥质区全新世以来沉积有机碳埋藏主要受控于海平面变化和海洋环流体系的运动。  相似文献   

10.
辽东湾是渤海的三大湾之一,进入该区的主要河流有辽河、大凌河、滦河和六股河等,水深一般在10.2-35m之间,沉积环境很复杂。测定、研究该区现代沉积速率和沉积通量对沉积动力学的研究和海洋油气开发工程都有意义。 近年来,国内外学者在利用210Pb法测定江河、湖泊和海洋陆架的沉积速率等方面取得了有价值的成果。到目前为止,除在渤海锦州湾测得两个岩芯的沉积速率外(夏明等,1983),关于辽东湾大面积海域的现代沉积速率和沉积通量还未见报道。本文介绍了该区现代沉积速率和沉积通量,利用210Pb的垂直剖面,探讨该区近百年来的沉积作用和沉积环境,划分了沉积强度区。  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.
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   

13.
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   

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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.  相似文献   

17.
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   

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《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   

20.
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   

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