首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 156 毫秒
1.
本文讨论了2006年12月冬季和2007年8月夏季海南省万泉河、文昌/文教河河流及河口溶解态铝的含量、分布及季节差异。结果发现,万泉河冬、夏两季河流及河口溶解态铝的平均含量分别为(156±127)和(157±97)nmol/L,季节差异不明显。文昌/文教河冬、夏两季河流及河口溶解态铝的平均含量分别为(242±156)和(222±66)nmol/L,冬季溶解态铝的平均含量略高于夏季。万泉河溶解态铝在河海混合初期表现为清除行为,而后表现为保守混合行为,而文昌/文教河则表现出明显的非保守混合行为,在中等盐度区域存在明显外源输入,原因可能是八门湾底沉积物再悬浮过程中释放的影响。部分河流上游采样点由于受到人为活动引起的污水排放的影响,溶解态铝含量明显增加。万泉河、文昌/文教河溶解态铝的平均含量明显低于我国其他及世界主要河流。  相似文献   

2.
于2014年10月和2015年6月对珠江口、南海北部陆坡区域溶解态铝的分布进行观测,探讨影响其分布及季节差异的主要因素,并以其作为示踪因子探讨潜在的陆源物质跨陆架输送途径。研究结果显示,夏、秋季珠江口盐度为0时溶解态铝的浓度分别为690.0 nmol/L和360.0 nmol/L,在淡咸水混合初期溶解态铝迅速自水体清除,夏季的清除率(55.8%)大于秋季(29.7%)。在南海北部陆坡区域,夏季表层溶解态铝浓度表现为沿纬线方向西高东低的分布特点,秋季则相反;夏、秋季底层溶解态铝浓度均呈现出随着离岸距离增加逐渐降低的分布趋势。秋季溶解态铝浓度的分布与盐度呈现显著的负相关关系,表明其行为近乎保守,陆架混合水及黑潮次表层水等水团混合是影响南海北部陆坡区域溶解态铝分布的主要因素。并且以溶解态铝作为示踪因子发现,在21.6~22.2 kg/m^3密度面区间存在自陆架向陆坡方向的跨陆架输送。而夏季陆坡中部受到珠江冲淡水的影响出现低盐水舌,但溶解态铝的浓度相对较低,表现出明显的不保守行为。浮游植物的清除作用是导致夏季陆坡区域溶解态铝分布异常的重要因素。  相似文献   

3.
闽浙沿岸海域溶解态铝的分布及其影响因素   总被引:4,自引:2,他引:2  
闽浙沿岸海域是我国赤潮多发区之一,为研究浮游植物对铝的清除提供了良好的场所。于2007年5月和2008年5月对该区域溶解态铝的分布进行了调查分析,讨论了水团混合、悬浮颗粒物以及浮游植物水华对溶解态铝分布的影响,结果表明,溶解态铝的分布表现为近岸高、远岸低、表层浓度低于底层的特点,统计分析显示两年观测的结果无显著差异。影响溶解态铝分布的因素主要有水团混合和底沉积物的再悬浮,此外浮游植物水华对溶解态铝也具有一定的清除作用。  相似文献   

4.
鸭绿江口溶解有机碳的研究   总被引:3,自引:2,他引:1  
1996年5月采样测定鸭绿江口溶解有机碳(DOC)的含量,得出分布变化特征,并同其它一些河口的溶解有机碳进行了比较。鸭绿江口表层水溶解有机碳的平均含量为208μmolC/L。在盐度大于1.6的河口区,溶解有机碳的分布主要受海水稀释作用控制;在盐度0~1.6的区域溶解有机碳的浓度随盐度的增加而明显增加。在最大混浊带,DOC的浓度最高,表明有颗粒有机碳转化为溶解有机碳。丹东市以上流段,河水中溶解有机碳的含量相对较低,说明由丹东市引入的工业及生活污水对鸭绿江水体中溶解有机碳的含量有一定的影响。  相似文献   

5.
分别于2012年3月和7月对长江口及其邻近海域水体中溶解态铝的分布及其影响因素进行了研究,并在2012年3月至2013年11月期间对长江徐六泾进行了连续观测。结果表明,徐六泾溶解态铝在夏季出现最高值,在冬季呈现最低值,平均值分别为(313±130)nmol/L和(140±43)nmol/L,表现出与径流量相似的季节变化规律。受陆源输入变化的影响,长江口溶解态铝的浓度由近岸向外海逐渐降低,且呈现出明显的季节性差异,即7月明显高于3月。3月表、底层海水中溶解态铝的浓度范围分别为21~129 nmol/L和27~146 nmol/L,平均值分别为(49±21)nmol/L和(59±27)nmol/L;7月表、底层溶解态铝的浓度范围分别为6~332 nmol/L和9~252 nmol/L,平均值分别为(66±69)nmol/L和(83±74)nmol/L。在7月,表、底层溶解态铝呈现显著性差异,底层沉积物的再悬浮可能是造成差异的主要原因。调查结果表明,溶解态铝在长江口呈现出清除型行为,清除主要发生在咸淡水混合初期,初步计算出7月份溶解态铝的清除率约为55%。  相似文献   

6.
基于2011-04,2011-08,2011-10和2012-01对桑沟湾海域大面调查的资料,利用改进的荧光镓(LMG)分子荧光光谱分析法测定溶解态铝的含量,研究了桑沟湾溶解态铝的分布和季节变化特征。结果表明,4个航次桑沟湾溶解态铝的平均浓度分别是(47.3±14.4),(56.0±14.6),(64.5±11.3)和(32.1±6.0)nmol/L,呈现出明显的季节变化,即秋季最高,夏季、春季次之,冬季最低。除几个异常站位外,溶解态铝的分布大致呈现随离岸距离的增加其浓度逐渐降低的趋势。夏季表层溶解态铝的浓度在近岸出现低值,夏、秋季湾口北部均出现高值。影响桑沟湾溶解态铝分布的主要因素包括与黄海的水交换、河流及地下水、浮游植物和养殖生物、悬浮颗粒物。根据简单箱式模型对桑沟湾溶解态铝的通量进行了估算,结果显示,除了河流和大气沉降外,桑沟湾溶解态铝还存在其他的源。与相邻的爱莲湾和俚岛湾相比,桑沟湾溶解态铝的浓度在春季较高,在夏季较低。与世界大洋相比,桑沟湾溶解态铝的浓度全年均较高。  相似文献   

7.
罗纳河中的铝、营养盐及常量元素的研究   总被引:2,自引:0,他引:2  
198 9- 0 5~ 1 990 - 0 4期间在罗纳河下游近入海口处按月采集溶解及颗粒态样品 ,分析了其中的营养盐、铝及常量元素含量。结果表明 ,罗纳河中硝酸盐、磷酸盐、硅酸盐的平均浓度分别为65.7,3.8,79.8μmol/ dm3。研究的周年内变化范围大 ,其含量明显高于世界上其它受人文活动冲击较小的河流。而在同样的时间尺度下 ,河流中溶解态铝的含量变化较大 ,其含量先随流量的增加而增加 ,其后则由于高流量的稀释作用而下降 ;颗粒态铝的含量则保持在一个较为稳定的水平上。研究结果表明 ,河流中的铝主要来自岩石风化 ,人为活动对其影响较小。通过溶解态铝与营养盐含量的统计分析表明 ,罗纳河中的溶解态铝与初级生产之间不存在相关关系 ,它的含量主要受界面吸附过程控制。通过对常量元素的分析表明 ,罗纳河中常量阴阳离子的含量顺序为 HCO-3 >Ca2 >SO2 -4 >Na >Cl->Mg2 >K ,流域内溶解态组份的含量主要受碳酸盐的溶蚀控制。  相似文献   

8.
长江口邻近海域溶解态铝的分布及季节变化   总被引:2,自引:0,他引:2  
基于2006年6、8、10月对长江口邻近海域的大面调查资料,分析了溶解态Al的分布及季节变化,讨论了水团混合、悬浮颗粒物及浮游植物水华对溶解态铝分布的影响。结果表明,3个航次溶解态铝的水平分布规律相似,都是近岸浓度最高,随着离岸距离的增加浓度降低,6、8、10月溶解态Al的平均浓度分别为(119±77)、(109±80)和(138±73)nmol/L,统计结果表明该海域的溶解态铝具有明显的季节变化。影响溶解态铝分布的主要因素有水团混合、底沉积物的再悬浮以及浮游植物的调节作用。  相似文献   

9.
胶州湾中溶解态铝的初步研究   总被引:1,自引:0,他引:1  
本文利用改进的铝-荧光镓(Al-LMG)荧光光度法测定了2001年夏季和秋季胶州湾水样中的痕量溶解态铝,分析了夏、秋季胶州湾内溶解态铝的分布及其影响因素,在此基础上讨论了胶州湾中悬浮颗粒物对溶解态铝的贡献,并进一步探讨了溶解态铝在研究水团运动中的作用。计算了河流输入、大气干、湿沉降向胶州湾中溶解态铝的输送,及湾内外交换对胶州湾内溶解态铝的影响和胶州湾铝的存留时间。  相似文献   

10.
分别于1989年,1992年,1991年8月,1991年5月对大辽河口、鸭绿江口、滦河口、东村河口水体中总汞进行了取样和分析,其中又对大辽河口和东村河口进行了溶解态汞的分析。大辽河口和东村河口溶解态汞的含量分别为85~460ng/L和180~500ng/L,平均值分别为210和324ng/L;总汞含量分别为95~550和400~1000ng/L,平均值分别为310和640ng/L。大辽河河流段和河口段溶解态汞和颗粒态汞是主要存在形式。河口溶解态汞和颗粒态汞随氯度变化趋势相似。东村河口溶解态汞约占50%。鸭绿江口和滦河口总汞含量分别为30~2500和3700~6700ng/L,平均值分别为700和5700ng/L。鸭绿江口总汞随氯度变化趋势与随浊度变化趋势一致。而在滦河口总汞含量随两者变化趋势则不同。还讨论了滦河口、东村河口、鸭绿江口和大辽河口汞的污染程度。  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   

14.
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.
17.
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   

18.
19.
《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   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号